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440 Rocky Grove Ln 17-1945; NEW SFHCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Q s. / Appllcahon No: Documented Construction Value: S. S?•o9•° rr..LL g Job Address: _ - 9-OC-'/-. C'tvovt LA'r-• Historic District: Yes No X Parcel ID: -21-19-30- 510-0000-*1 W 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE_ Lf LOT NUMBER: 219' Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: rsctRUM] 01MI k II M Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407- 629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: 407- 257-6940 State License No.: CBC1257462 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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 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. 6 z Signa r f Owner/Agent Date Signatu f Contractor/Agent 7 1/ D e TAYLOR MORRISOWDF FLORIDA INC JOHN ASA WRIGHT 11_ Owner/Agent's NA11111 Print Contractor/Agent's D. A. CLAFRate Signature of Notary-State40YT4oft D. A. CIetFIK MY COMMISSION I FF 209108 , * My COMMISSION I FF 209108 EXPIRES: June 27, 2019 EXPIRES: June 27, 2019 8on0ed Thru Budget Notary Seniors u.". r'oa'O Bonded ihro Budget NoarySenkes Owner/ Agent is ,yEa Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced 1D -NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical[A Mechanical® Plumbing© Gas[] Roof Construction Type: 40 Occupancy Use: e-3 Flood Zone: X -5 Ce k7nkcm CD Total Sq Ft of Bldg: 7-5 1 kA Min. Occupancy Load: 3 # of Stories: 2- New Construction: Electric - # of Amps 1 S'0Plumbing - # of Fixtures OL 1 Fire Sprinkler Permit: Yes No [A # of Heads Fire Alarm Permit: Yes No a APPROVALS: ZONING: ? UTILITIES: !'G6 6" WASTEWATER: ENGINEERING: th 4 C * -3 ,(7 FIRE: Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. BUILDING: SF Revised: June 30, 2015 Permit Application P11817o 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: 440 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2880 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) O ' ' CIAL US ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP#17-1945 Reviewed by: Michael Cash, CFM Date: July 3, 2017 0 0 ° OApplication for Right -of -Way Use for Driveway, Walkway & Landscape OR I D,q Department of Planning & Development Services1877 300 North Park Avenue. Sanford, Florida 32771vrww.unrordn.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 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 clearly identifying the size and location of the existing right—of--waay.a+nd use shall be provided or application could be delayed. Or A0 J. abelow. Callbeonyoudl4 1. Project Location/Address: j/ it Y 2. Proposed Activity: 16 Driveway Walkway Other: 3. Schedule of Work: Start QDate C r,, / Coomplpletion Date Emergency Repairs 4. Brief DescripUon of Work: 6W WAY A/I #a/ &AR. 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 installation/ Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, If necessary, file a lien on the Requestox s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, 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 consequentiaq, or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Cltys right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. 1 hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: C a —0 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 540124 hours in advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: sepiem• er zum I I ROW Use Ddvewvy.pol COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100004 BUILDING APPLICATION #: 17-10000409 BUILDING PERMIT NUMBER: 17-10000409 UNIT ADDRESS: ROCKY GROVE LN 440 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: DATE: July 06, 2017 21-19-30-510-0000-2880 PARCEL: TRACT: BLOCK: LOT: c2o 4 I rrn , L14, 11- 1 q4 5 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: 440 ROCKY GROVE LANE THORNBROOKE PH 4 LOT 288 SFR FEE BENEFIT RATE UNIT CA.LC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS- ARTERIALS CO -WIDE ORD Single Family ROADS - COLLECTORS Housing N/ A 705. 00 Single Family Hoping 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 Family CO - WIDE ORD Housing 5,000.00 PARSingleLAW ENFORCE N/A DRAINAGE N/A 1. 000 dwl unit 705.00 1. 000 dwl unit 00 00 1. 000 dwl unit 54.00 1. 000 dwl unit 5,000.00 00 00 00 AMOUNT DUE 5,759.00 STATEMENT ',( RECEIVED BY:A}'1 MCV'IGNATURE: PLEASE PRINT NAME) DATE: Y- 9' ` o — NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT T}JIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT 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. THN 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 TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 17 - (q -i 5 Address: '1410 Qocr,-1 42--r %Jv. BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Ins ection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT 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 Parcel I D Number: 2-V19-30-Q'Q -0000- Z& 0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. I It1111 Itlll IIIII I111111111 IIIII II11 IIII GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY+ 8949 P9 55 QP9s) CLERK'S : 2017069094 RECORDED 07/07/2017 PM RECORDING FEES $10.00 RECORDED BY hdevorn 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. I. Description of property LOTpppy Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Page - f the public records of Seminole County, Florida. Addresses FL0kvdw4K'4:V'ford 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 Fee Simple Title Holder: N.A. 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: 14 J Asa Wright aylor Morrison of Florida 1 Sworn to and subscribed before me this by John Asa Wright personally known to me. 1v;4 Fg Notary Public DA Clark .PAPU."1,c t1J1. S ne2j"Se+ ' My ommission expirgk, 6/27/19r) 1 4: r..y", •"I II y +,, CERiIr,,:1la Q . otary Signature 1L C E..K OF . +..,, r.r • SEMIN , FLORIDA 'w .......•;. R 201 DEP SCPA Parcel View: 21-19-30-510-0000-2880 http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PI D=2119305100... Property Record Card P Parcel: 21-18-30-510-0oo0-2860 Owner: TAYLOR MORRISON OF FL INC aerr IIODu+rKraors Property Address: FL ircel Information Legal Description LOT 288 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes — Value Summary 2017 Working 2016 Certified Values Values Valuation Method I Cost/Market I Cost/Market Number of Buildings 10 to j0 ---- Depreciated Bldg Value Depreciated EXFT Value 1 0 -- -- Land Value (Market) 1 $26.050 T 10 Land Value Ag 0 JuaUMarket Value ' 1 $26,050 10 Portability Adj t 0 Save Our Homes Adj ISO to Amendment 1 Adj 1 $O 10 P&G Adj---- ----ISO to ----- Assessed Value 1 $26,050 10 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 26,050, 0 26,050 26,050 Schoch 28,050 ti0 , 26,050CitySanford -- -- - -------------~ 28,050 10 SJWM(Saint Johns Water Management) 26,050 so 26,050 26.050 County Bonds ---------------- 26,050 EO 3s Description Date Book Page Amount Qualified Vadimp No Sales Find Comparable Sales Land Method Fro Building Information- ------------- --- —---------- Permits Permit # Description Agency Amount CO Data Permit Date ntage Depth Units Units Price Land Value LOT 26,050.00 26,050 1 of 2 6/22/17, 12:55 PM taylor morrison Mom.. /nMIrM by _ TaylorMorrison 2600 Lake Lucian Drive Suite 350 Maitland, FL 32751 June, 2017 City Manager City of Sanford 300 N. Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Thornbrooke Single Family Lots in Phases 4 and 5 AddressA q.0 ny LaV t, Lot #: r10O1b This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford as the basis for issuance of Permit No. for the following work: construction of Single -family home unit in Thornbrooke Phases 4 and 5. Taylor Morrison of Florida, Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, comprehensive plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the single-family homes in Thornbrooke phases 4 and 5 until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of single -family townhome unit in Thornbrooke phase 4 and5 for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced projectortheissuanceofPermitNo. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in int rest, contractors, subcontractors, and agents. The undersigned further warrants that he or she is authorized to bind the Owner nd has been duly authorized to sign this document. WITNESSES: Signature Ge r-GE f\67_7o,/ i ted Name lgnature Printed Name Owner Brian Brunhofer President, Taylor Morrison of Florida, Inc. STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of , 2017, by Brian Brunhofer as President for Taylor Morrison of Florida, Inc. who is Notary Publ Sta`te of71 rrii7da Print Name: I ZD IBC J My Commission Expires: z,)"Ir nally known to me. PA A. o0 bt 26,?0• zi •0 r/i OFFOV420 Q, RECORD Covy FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: / L t288ThornbrookePrestonAGRE Street: v 01 draw ( Q $,q, Builder Name: Ta or Morrison Permit Office: - 4 fv1& OVtLD rV, K41a(N hJCity, State, Zip: FL_, 4 K ,g Permit Numberel 1 g 4 5 SANFORD Owner: Jurisdiction: 91500 Design Location: FL, Orlando County.. Seminole (Florida Climate Zone 2) F,ogRS` 1. New construction or existing New (From Plans) 9. Wall Types(2548.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 fl' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 fl' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 fl' 4. Number of Bedrooms 3 d. N/A R= fl' 5. Is this a worst case? No 10. Ceiling Types (1163.0 sgfl.) Insulation Area a. Under Attic (Vented) R=30.0 1163.00 fl7 6. Conditioned floor area above grade (W) 1989 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(337.4 sgfl.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: Dbl, U=0.34 249.38 fl' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 88.00 fl' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.8 SEER•15.20 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 32.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 3.229 ft. Area Weighted Average SHGC: 0 313 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157 00 fl' b. Conservation features b. Floor over Garage R=19.0 6.00 fl' None c. N/A R= fl' 15. Credits Pstat Glass/ Floor Area: 0,170 Total Proposed Modified Loads: 59.77 PASS TotalBaselineLoads: 62.91 1 hereby certify that the plans and specifications covered by Review of the plans and t-WE Sr this calculation are in compliance with the Florida Energy specifications covered by this D O Code. calculation indicates compliance.,,''' the Florida Energy Code. CAD- with rrri,lPQ PREPARED BY: Before construction is completed DATE: 3/31/17 Robert Conte this building will be inspected for V compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. COp withtheFloridaEnergyCode. tyyE t OWNER/ AGENT: - - BUILDING OFFICIAL: DATE: DATE: $_/6 Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 3/ 31/2017 8.24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title- Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot288ThornbrookePrestonA Bedrooms: 3 User Conditioned Area: 1989 Total Stories: 2 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot Information Lot # 288 Block/SubDivision: Thombrooke PlatBook: Street: County: Seminole City, State, Zip: FL, CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main __ -_- 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 6 ft' 1157 ft' 19 0 0 0.23 0 1 0.77 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1301 ft' 292 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 1163 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1163 ft° 0.11 Wood 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt To WaILT.ype R_Value-Et-In-Et-In Area-R_Value_EracUon_Absor._Grade%_ 1 N Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 3 NE Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 ft' 0 0 0.6 0 4 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 ft' 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 023 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 6 8 17.2 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.34 0.31 9.0 fl' 1 ft 0 in 11 ft 8 in None Exterior 5 3 NE 3 Vinyl Low-E Double Yes 0.58 0.32 24.0 ft' 11 ft 0 in 0 ft 6 in None None 4 E 4 Vinyl Low-E Double Yes 0.34 0.31 8.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 5 E 4 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 6 S 6 Vinyl Low-E Double Yes 0.34 0.31 45.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 7 S 7 Vinyl Low-E Double Yes 0.34 0.31 38.5 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 8 W 8 Vinyl Low-E Double Yes 034 0.31 30.0 ti' 1 ft 0 in 1 ft 0 in None Exterior 5 9 w 8 Vinyl Low-E Double Yes 0.34 0.31 40.0 ft' 1 ft 0 in 1 ft 0 in None None 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 57.8 fl' 1 ft 0 in 11 ft 8 in None Exterior 5 11 W 9 Vinyl Low-E Double Yes 0.58 0.32 64.0 fl' 9 ft 0 in 0 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000292 1524.9 83.71 157.44 2627 5 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.7 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS V Supply --- Return -- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans. CoolingJan Heatin Feb Jan Feb Mar Mar rApr Ma Jun Jul AuMayJunJulAug SeSep Oct Oct Nov WNov Dec Dec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/31/2017 8:24 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 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 Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1989 b. N/A Area c. N/A 249.38 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 88.00 ft' 12. Cooling systems ft' a. Central Unit ft' 3.229 ft. 0 313 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Floor over Garage R=19.0 6 00 ft' c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: G& Date: .0- da Address of New Home: IN& 4L City/FL Zip: Insulation Area R=13.0 1233.00 ft' R=4.1 1095.10 ft' R=13.0 220.11 ft' R= ft' Insulation Area R=30.0 1163.00 ft' R= ft' R= ft' R ft' 6 397.8 kBtu/hr Efficiency 34.8 SEER:15.20 kBtu/hr Efficiency 32.8 HSPF:8.70 E Y C Cap: 50 gallons EF: 0.95 Pstat 0THE STq WE a 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. 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot288ThombrookePreS... wrightsoft• P P Date: June 14,2014 Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web. WWW.DELAIR.COM For: Taylor Morrison, Preston Design Conditions Outdoor design DB: 92.9 °F Sensible gain: 29005 Btuh Outdoor design WB: 75.0°F Latent gain: 4221 Btuh Indoor design DB: 75.0OF Total gain: 33226 Btuh Indoor FIR 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Actual airflow: 1160 cfm Sensible capacity: 29280 Btuh Latent capacity: 5357 Btuh Total capacity: 34637 Btuh Design Conditions Outdoor design DB: 41.0°F Indoor design DB: 70.0°F Entering coil DB: 75.8°F Entering coil WB: 62.9°F Model: 14H PX-036-230-21+CBX27UH-036-230'++TDR 101 % of load 127% of load 104% of load SHR: 850/6 Heat loss: 25252 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Actual airflow: 1160 cfm Output capacity: 31407 Btuh Supplemental heat required: Entering coil DB: 69.7°F Model: 14H PX-036-230-21+CBX27UH-036-230•++TDR 124°/6 of load 0 Btuh Meets are all requirements of ACCA Manual S. Capacity balance: 34 °F Economic balance: -99 OF wri htsofC 2017-Mar•3108:27:38 9 Right -Suite® Universal 2017 17.0.16 RSU24004 Page 1 ACCA...okePreslonAGRE\Lol288ThornbrookePreslonAGRE rup Calc - MJ8 House laces. E Component Constructionswrightsoft` P Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DELAIR.COM Job: LOt288ThornbrOOkePres... Date: June 14,2014 By: RH Project• For: Taylor Morrison, Preston Design Conditions Location: Indoor: Heating Cooling Orlando Sanford AP, FL, US Indoor temperature (°F) 70 75 Elevation: 52 ft Design TD (°F) 29 18 Latitude: 29°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.4 37.7 Dry bulb (OF) 41 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (IF) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain V Bwhltl=- F Ir- F/Ba,h Bwhm= Bwh ea,hMI Bwh Walls 12C-Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" n 302 0.091 13.0 2.64 796 2.83 854 gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud a 247 0.091 13.0 2.64 652 2.83 700 s 341 0.091 13.0 2.64 899 2.83 965 w 200 0.091 13.0 2.64 528 2.83 567 all 1089 0.091 13.0 2.64 2874 2.83 3085 13A-2ocs:13A-2ocs n 321 0.201 4.1 5.83 1869 4.34 1392 e 60 0.201 4.1 5.83 352 4.34 262 se 12 0.201 4.1 5.83 72 4.34 54 s 349 0.201 4.1 5.83 2034 4.34 1515 w 158 0.201 4.1 5.83 919 4.34 684 all 900 0.201 4.1 5.83 5247 4.34 3908 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl Irm mat, clr innr, 114" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft e sep.); 6.67 ft head ht w w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 It window ht, W 11.67 ft sep.); 6.67 It head ht all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm mat, Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31), 1 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, Or low-e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0.5 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 It window ht, 1 ft sep.); 6.67 ft head ht 203 0,091 13.0 2.64 536 1.75 355 45 0.340 0 9.86 444 12.6 565 15 0.340 0 9.86 148 35.9 538 30 0.340 0 9.86 296 35.9 1076 40 0.340 0 9.86 394 35.9 1434 130 0.340 0 9.86 1282 27.8 3613 39 0.340 0 9.86 380 12.6 484 58 0.340 0 9.86 570 35.9 2073 96 0.340 0 9.86 950 26.5 2557 8 0.340 0 9.86 79 35.9 287 24 0.580 0 16.8 404 11.9 287 6 0.340 0 9.86 59 12.6 75 2017-Mar-31 08:27:38 wrightsoft' Righl-Suile® Universal 2017 17.0.16 RSU24004 Page 1 A...okePreslonAGRE1Lol288ThornbrookePreslonAGRE.rup Calc - MJ8 House laces E 2A-2ov: 2 glazing, clr low-e outs, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 1 If overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 If head ht 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" w gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 It overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" gypsum board int insh Floors 20P-191: Fir floor, wd fir, 1" thkns, r-19 ext ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth 9 0.340 0 9.86 90 14.2 129 64 0.580 0 16.8 1076 18.7 1194 17 0.390 0 1163 0.032 30.0 6 0.050 19.0 117 0.989 0 11.3 195 12.0 206 0.93 1079 1.73 2017 1.45 9 0.71 4 28.7 3363 0 0 c wri htsoft• 2017-Mar-31 08:27 38 9 Right -Suite® Universal 2017 17.0.16 RSU24004 Page 2 okePresionAGRE\Lot2887hombrookePreslonAGRE.rup Calc - MJ8 House laces: E Project Summary Job: Lot288ThombrookePres... wrightsoft• Date: June 14,2014 Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web WWW DELAIR COM For: Taylor Morrison, Preston Notes: 11/6/14 GCR, 4-17-15 EJH RVSD 12/18/15 JA LS 3/9/17 JA LS.3/30/17. RC. Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 °F Outside db 93 °F Inside db 70 IF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Heating Summary Structure 22782 Btuh Ducts 2470 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25252 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 He Cooling Area ft 19f89Volum2(ft3) e 20878 20878 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 174 90 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-21 AH R I ref 9139929 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 `F 8.7 HSPF 32800 Btuh @ 470F 1160 cfm 0.046 cfm/Btuh 0.30 in H2O Sensible Cooling Equipment Load Sizing Structure 25557 Btuh Ducts 3448 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 29005 Btuh Latent Cooling Equipment Load Sizing Structure 3513 Btuh Ducts 708 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4221 Btuh Equipment total load 33226 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-21 Coil CBX27UH-036-230'++TDR AH R I ref 9139929 Efficiency 12.5 EER, 15.2 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.040 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl Illtts0lFC 2017-Mar-3108:27:38 AFL 9 Right -Suite® Universal 2017 17 0 16 RSU24004 Page 1 1C.C A... okePrestonAGRE\Lol288ThornbrookePrestonAGRE.nip Cale - MJ8 House faces: E wrightsofC Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR COM Job: Lot288ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Entire House Family/Great rm 2 Exposed wall 254.3 It 32.0 It 3 Room height 9.2 It d 9.3 II heat/cool 4 Room dimensions 15.0 x 17.0 It 5 Room area 2278 9 f12 255.0 112 Ty Construction U-value Or HTM Area (02) Load Area (It2) Load number BtuWft2-"F) BIuW112) or perimeter (11) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 11 W C v 12C-Osw 2A-2Dv 13A-2ocs 2A-2ov 12C-Osw 0.091 0.340 0.201 0.340 0.091 n n n n 9 2.64 9.86 5.83 9.86 2.64 2.83 1256 4.34 12.56 2.83 347 45 359 39 270 302 0 321 0 247 796 444 1869 380 652 854 565 1392 484 700 0 0 159 0 0 0 0 159 0 0 0 0 925 0 0 0 0 689 0 0 G 2A-2ov 2A-2ov 13A-2ocs 0.340 0.340 0.201 a a a 9.86 9.86 5.83 3586 35.86 4.34 8 15 60 0 0 60 79 148 352 287 538 262 0 0 0 0 0 0 0 0 0 0 0 0 fGGi W Vy I--6 13A-2ocs 10C-v 0.201 0.580 se se 5.83 16.82 4.34 11.95 36 24 12 24 72 404 54 297 0 0 0 0 0 0 0 0 Vy C 12C-Osw 2A-2w 0.091 0.340 0.201 s s s 2.64 9.86 5.83 2.83 12.56 4.34 347 6 358 341 6 349 899 59 2034 965 75 1515 0 0 0 0 0 0 0 0 0 0 0 0VLG13A-2ocs 2A-2ov 12C-Osw 2A-2Dv 2B-21v 13A-2ocs 2A-2av 2A-2ovd 12C-Osw 0.340 0.091 0.340 0.340 0.201 0.340 0.580 0.091 s w w w w w w 9.86 2.64 9.86 9.86 5.83 9.86 16.82 2.64 14.20 2.83 35.86 35.86 4.34 35.86 18.66 1.75 9 270 30 40 279 58 64 220 0 200 0 0 158 0 60 203 90 528 296 394 919 570 1076 5W 129 567 1076 1434 684 2073 1194 355 0 0 0 0 140 0 64 0 0 0 0 0 76 0 60 0 0 0 0 0 443 0 1076 0 0 0 0 0 330 0 1194 0 v I--( G v 2 P L-D 11 DO 16B-30ad 0.390 0.032 n 11.31 0.93 11.97 1.73 17 1163 17 1163 195 1079 206 2017 0 0 0 0 0 0 0 0C F 2OP-191 0.050 1.45 0.71 6 6 9 4 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 1157 117 3363 0 255 32 918 0 6 c) AED excursion 2780 1253 Envelope loss/gain 17242 20499 3362 3466 12 a) Infiltration 5540 1778 711 228 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 4 920 Appliances/other 1900 0 Subtotal (lines 6 to 13) 22782 25557 4072 4614 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22782 25557 4072 4614 15 Duct load 11% 13% 2470 3448 W. 0% 0 0 1 Total room load 25M 29005 4072 4614 Air required (clm) 1160 1160 187 185 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. mil\ wrightsoft- 2017-Mar-3108:27:38 Righl-Suile® Universal 2017 17 0 16 RSU24004 Page 1 okePresionAGRE\Lot288ThornbmokePresionAGRE.rup Calc - MJ8 House faces: E wrighftsofC Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot288ThombrookePreston... Date: June 14,2014 By: RH t Room name Master bdrm M.Bih 2 Exposed wall 29.5 It 11.5 It 3 Room height 9.3 11 heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 15.0 x 14.5 It 217.5 It2 1.0 x 96.8 It 96.8 02 Ty Construction U-value Or HTM Area (Ii2 Load Area (It2) Load number Btuh/it2-IF) BlulUIII or perimeter (It) Btuh) or perimeter (It) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 y/ I--Ci 12C-0sw 2A•2ov 13A-2ocs 0.091 0.340 0.201 n n n 2.64 9.86 5.83 283 12.56 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0yI 11 LC 2A-2ov 12C-Osw 0.340 0.091 n a 9.86 2.64 12,56 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 2A-2ov 2A-2w 13A-2ocs 0.340 0.340 0.201 a a a 9.86 9.86 5.83 35.86 35.86 4 34 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 13A-2ocs 10C-v 0.201 0.580 se se 5.83 16.82 4.34 11.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl t--G 12C-Osw 2A•2ov 13A-2ocs 0.091 0.340 0.201 s s s 2.64 9.86 5.83 2.83 12 56 4.34 0 0 135 0 0 135 0 0 786 0 0 585 0 0 107 0 0 107 0 0 623 0 0 464 C V612C-Osw 2A-2ov 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2B-21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 0 0 140 0 0 82 0 0 476 0 0 355 0 0 0 0 0 0 0 0 0 0 0 0j1 2A-2av 2A•2ovd 12C-Osw 0.340 0.580 0 091 w w 9.86 16.82 2.64 35.86 18.66 1.75 58 0 0 0 0 0 570 0 0 2073 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L a P L-D 11 D0 16B-30ad 0.390 0.032 n 11.31 0.93 1197 1.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 2OP-191 0 050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 218 30 846 0 97 12 330 0 6 c) AED excursion 849 19 Envebpeloss/gon 2678 3862 953 445 12 a) Infiltration 653 210 255 82 b) Room verrhlation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3332 4302 1208 527 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3332 4302 1208 527 15 Duct loads I•0% 0% 0 0 M 0% 0 0 Total room load 3332 4302 12D8 527 Air required (clm) 153 172 55 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghftsc ft- 2017-Mar-31 08:27.38 Right -Suite® Universal 2017 17.0.16 RSU24004 Page 2 okePresionAGRE\Lot288ThornbrookePreslonAGRE.rup Calc = MJ8 House laces E wrightsofC Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax: 407-333-3853 Web WWW DELAIR COM Job: Lot288ThombrookePreston... Date: June 14,2014 By: RH 1 Room name M W c KWIC 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 9.3 1t heat/cool 4 5 Room dimensions Room area 3.5 x 6.5 It 22.8 f12 1 0 x 48.0 It 48 0 i12 Ty Construction U•value Or HTM Area (112) Load Area (111 Load number Btublitz."F) BIuIVft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 V1l 12C-Osw 0.091 n 2.64 2.83 0 0 0 0 0 0 0 0 6 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 y/ T--G 13A•2ocs 0.201 n 5.83 4 34 0 0 0 0 0 0 0 0 11 2A•2Dv 12C-Osw 0.340 0.091 n e 986 264 12.56 2 83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0V[ 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 2A•2Dv 13A-2ocs 0.340 0.201 e a 9 86 5.83 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Vy YLC 13A-2ocs tOC-v 0.201 0.580 se se 583 16.82 4.34 11.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 2.64 2.83 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.86 1256 0 0 0 0 0 0 0 0L-6 V ILi 13A•2ocs 0.201 s 5.83 4.34 0 0 0 0 0 0 0 0 2A-2Dv 12C-Osw 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0V 2A-2ov 2B-21v 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VLS13A•2ocs 2A-2ov 2A-2ovd 12C-Osw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 1866 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L-D 11 DO 16B•30ad 0,390 0.032 n 11 31 0.93 11 97 1.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 2OP-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tp1 0.989 28.68 0.00 23 0 0 0 48 0 0 0 6 c) AED excursion 2 2 E nvelope losstgain 0 2 0 2 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 50 50 Subtotal (fines 6 to 13) 10 48 101 48 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Subtotal 0 48 0 48 15 Duct bads 0% 01% 0 0 01% 0"/e 0 0 Total room bad 0 48 0 48 Air required (cfm) 0 2 0 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C= wrightsaft' Right -Suite® Universal 2017 17 0 16 RSU24004 2017-Mar-31 0 Page 3 okePresionAGRE\Lot288ThornbrookePrestonAGRE.rup Calc a MJ8 House faces E wrightsoft• Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax 407-333.3853 Web WWW.DELAIR.COM Job: Lot288ThornbrookePreston... Date: June 14,2014 By: RH 1 Room name Laundry Kitchen 2 Exposed wall 6.5 It 11.4 It 3 Room height 9.3 it heal/cool 9.3 11 heat/cool 4 5 Room dimensions Room area 6.5 x 65 It 42.3 112 1.0 x 134.4 it 134.4 f12 Ty Construction U-value Or HTM Area (fly Load Area pl1 Load number BtuldltZ°F) Btuh/ft2) or perimeter (it) Bluh) or perimeter (It) Btuh) Heat Cod Grass N/P/S Heat Cod Gross N/P/S Heat Cool 6 L-G12C-0sw 2A•2ov 13A-2ocs 0.091 0.340 0.201 n n n 2.64 9.86 5.83 2.83 12.56 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 107 0 0 107 0 0 625 0 0 466y/ 11 I G VI/ 2A-2ov 12C-0sw 0.340 0.091 n a 9.86 2.64 12,56 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A•2ov 0 340 a 9.86 35.86 0 0 0 0 0 0 0 0 I-- G W 2A-2ov 13A•2ocs 0.340 0201 a a 9.86 5.83 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A•2ocs 10C-v 0201 0.580 se se 5.83 16.82 4.34 11.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0LG V/ C 12C-0sw 2A-2ov 0.091 0.340 s s 2.64 9.86 2 83 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ Y--G 13A-2ocs 0.201 s 5.83 4.34 60 60 352 262 0 0 0 0 2A•2Dv 12C-0sw 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vj/ 2A-2ov 28-21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 986 5.83 35.86 35.86 4.34 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-- G Vjl 2A-2ov 2A-2Dvd 12C-0sw 0.340 0.580 0.091 w w 9.86 16.82 264 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 0 0 131 0 0 346 0 0 229 L( P L-D 11DO 16B•30ad 0.390 0.032 n 11.31 0.93 11.97 1.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 2OP-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 42 7 186 0 134 11 327 0 6 c) AED excursion 32 69 Envelope loss/gain 539 231 1298 626 12 a) Infiltration 144 46 255 82 b) Room ventilation 0 0 0 0 13 Internal gams. Occupants @ 230 0 0 0 0 Appliances/other 600 12DO Subtotal (lines 6 to 13) 683 877 1554 1908 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublolal 683 877 1554 190E 15 Duct loads 1-00/0 0"/6 0 0, 0% 05%1 0 0 Total room bad 683 877 1 1554 1908 Air required (cfm) 31 35 71 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightlsOfC Right -Suite® Universal 2017 17.0.16 RSU24004 2017•Mar•31 0 Page 4 okePresionAGRE\Lot288ThornbrookePreslonAGRE rup Calc = MJ8 House faces E wrightsofic Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Job: Lot288ThombrookeP eston... Date: June 14,2014 By: RH 1 Room name Dining Pwdr 2 Exposed wall 13.8 It 12.5 It 3 Room height 9.3 11 heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1.0 x 301.3 If 301.3 It2 6.5 x 6.0 It 39.0 02 Ty Constriction U-value Or HTM Area (10 Load Area (Its Load number BtutVfIk*F) Btuh/fl or perimeter (It) Btuh) or perimeter (It) Bluh) Heat cool Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 W 12C-0sw 0.091 n 2.64 2.83 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 yl I-G 13A-2ocs 0.201 n 5.83 4.34 93 55 319 238 0 0 0 0 11 2A-2ov 12C-0sw 0.340 0.091 n a 9.86 2.64 12.56 2.83 39 0 0 0 380 0 484 0 0 0 0 0 0 0 0 0Vy 2A-2Dv 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 1 G 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 a 5.83 4.34 0 0 0 0 60 60 352 262 Y-6 13A-2ocs 0.201 se 5.83 4.34 36 12 72 54 0 0 0 0 10C-v 0.580 se 1682 11.95 24 24 404 287 0 0 0 0 VL-G 12C-0sw 2A.2ov 13A-2ocs 0.091 0.340 0.201 s s s 2.64 9.86 5.83 2.83 12.56 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 47 0 0 272 0 0 203tyl2A-2ov 0.340 s 9.86 14.20 0 0 0 0 9 0 90 129G V612C-Osw 0.091 w 2.64 2.83 0 0 0 0 0 0 0 0 2A-2ov 2B-21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vjl 2A-2Dv 2A-2ovd 12C-0sw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 89 0 0 72 0 0 190 0 0 126 0 0 0 0 0 0 0 0 0 0 0 0P LD 11DO 0.390 n 11.31 11.97 17 17 195 206 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 22 22 20 38 20 20 18 34 F 20P•191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 301 14 397 0 39 13 359 0 6 c) AED excursion 61 4 Envelope loss/gain 1977 1371 1091 624 12 a) Infiltration 309 99 277 89 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2286 1700 1368 713 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2286 1700 1368 713 15 Duct load 21% 26/6 473 443 21% 26%1 283 186 Total room load 2759 2143 1651 899 Air required (clm) 127 86 176 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wr0ghtlsc tr Right-Suile® Universal 2017 17.0.16 RSU24004 2017-Mar-31 0 Page 5 okePresionAGRE\Lo1288ThombrookePreslonAGRE.rup Calc = MJ8 House laces: E wrighttsof r Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Job: LOI288ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Open to Below Bdnn 2 2 Exposed wall 32.0 11 26.0 It 3 Room height 9.0 It heat/cool 9.0 It heattcool 4 5 Room dimensions Room area 15.0 x 17.0 It 255.0 ttt 15.0 x 11.0 It 165.0 112 Ty Construction U-value Or HTM Area (ttv) Load Area Ql Load number BlutV111:1F) BIuIV1t or perimeter (II) Bluh) or perimeter (11) Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cod 6 W 12C-Osw 0.091 n 2.64 2.83 153 153 404 433 0 0 0 0 Y-C 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 5.83 4,34 0 0 0 0 0 0 0 0 C 2A•2Dv 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 V[:: S 12C-Osw 0.091 a 2.64 2.83 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 Vy C 13A-2ocs 10C•v 0.201 0.580 se se 5.83 16.82 4.34 11.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 2.64 2.83 0 0 0 0 99 99 261 280 Y--f Vy 2A•2Dv 13A•2ocs 0.340 0.201 s s 9.86 5.83 12.56 4,34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILi 2A-2Dv 12C-Osw 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 135 0 95 0 251 0 269 0 135 0 105 0 277 0 297 yl 2A•2Dv 28.21v 13A•2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 434 0 40 0 0 0 0 0 394 0 0 1434 0 30 0 0 0 0 0 296 0 0 1076 0 0 1;5G 2A-2ov 2A-2Dvd 12C-Osw 0.340 0.580 0,091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L--D 11DO 0,390 n 11.31 11.97 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 0.93 1.73 255 255 237 442 165 165 153 286 F 20P-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-ipl 0.989 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 573 429 Envelope losstgain 1286 3152 987 2369 12 a) Infiltration 686 220 557 179 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) 1971 3372 1544 2548 Less external load 0 0 0 0 Less transfer 0 0 126 0 0 Redistribution 0 0 0 0 14 Subtotal 1971 3372 1544 no 15 Duct loads 1 21% M/0 1 408 879 21% 320 4 Total room bad 2379 4251 1864 3211 Air required (clm) 109 170 1 1 86 128 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsoft' Right -Suite® Universal 2017 17.0.16 RSU24004 2017-Mar-31 08,27:388 okePresionAGRBLol288ThornbrookePresionAGRE.rup Calc - MJ8 House laces: E Page wrightsoft Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web- WWW.DELAIR.COM Job: Lot288ThombrookePreston... Date: June 14,2014 By: RH 1 Room name Bih 2 loft 2 Exposed wall 8.5 it 24.5 it 3 Room height 9.0 It heat/cool 9.0 It heaUcool 4 5 Room dimensions Room area 6.5 x 8.5 It 55.3 It2 1.0 x 420.5 It 420.5 It2 Ty Construction U-value Or HTM Area (It2) Load Area (111) Load number Btuh/Itx-'F) Btuh/It2) or perimeter (It) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VL-fa 12C-Osw 2A-2ov 0.091 0.340 n n 2.64 9.86 2.83 12.56 0 0 0 0 0 0 0 0 99 30 69 0 182 296 195 377 yl C 13A-2ocs 0.201 n 5.83 4.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.86 12.56 0 0 0 0 0 0 0 0 11 12C.Osw 0.091 a 2.64 2.83 0 0 0 0 59 59 154 166 2A-2ov 0.340 a 9.86 35.86 0 0 0 0 0 0 0 0 2A•2ov 13A•2ocs 0.340 0.201 a a 9.86 5.83 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W yl 13A•2ocs 0.201 se 583 434 0 0 0 0 0 0 0 0 tOC-v 0.580 se 16.82 11.95 0 0 0 0 0 0 0 06 Vy 12C-Osw 0.091 s 2.64 2.83 77 71 186 200 63 63 166 178 C 2A-2ov 0.340 s 9.86 12.56 6 6 59 75 0 0 0 0 y/ 13A•2ocs 0.201 s 5.83 4.34 0 0 0 0 0 0 0 0 I a 2A-2ov 12C-Osw 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2B-21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy 2A-2ov 2A-2ovd 12C-Osw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II----ffai P , 0 11 DO 0.390 n 1131 11.97 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 55 55 51 96 421 421 390 729 F 20P-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 63 Envelope loss/gain 296 356 1189 1583 12 a) Infiltration 182 58 525 169 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) 479 414 1714 1751 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulion 0 0 0 0 14 Subtotal 479 414 1714 1751 15 Duct loads 21% Mi 99 108 21% 26% 355 4% Total room load 578 522 2068 ZM7 An required (ctm) 27 21 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - rk wrightsaft, Right -Suite® Universal 2017 17.0.16 RSU24004 2017-Mar-31 08 27: 8 okePresionAGRENLol288ThornbrookePresionAGRE.rup Cale - MJ8 House laces: E Page 7 wrightsoft' Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DELAIR.COM Job: Lot288ThornbrookePreston... Date: June 14,2014 By: RH 1 Room name Bdnn 3 Bdnn 3 W is 2 Exposed wall 22.0 It 5.5 It 3 Room height 9.0 It heal/cool 9.0 It heat/cool 4 5 Room dimensions Room area 11.5 x 10.5 it 120.8 112 5.5 x 5.0 it 27.5 ft2 Ty Construction number U•value B1uW02 11`) Or HTM Btuh/It2) I Area (112) or perimeter (11) Load Btuh) Area (fig or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VLC12C-0sw ILO13A-2ocs 2A-2ov 0.091 0.340 0.201 n n n 2.64 9.86 5.83 2.83 12.56 4.34 95 15 0 80 0 0 210 148 0 225 188 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A•2ov 12C-0sw 0.340 0.091 n a 9.86 2.64 12.56 2.83 0 104 0 89 0 234 0 251 0 50 0 50 0 131 0 140 2A-2ov 2A-2ov 13A-2ocs 0.340 0.340 0.201 a a a 9.86 9.86 5.83 35.86 35.86 4.34 0 15 0 0 0 0 0 148 0 0 538 0 0 0 0 0 0 0 0 0 0 0 0 0 LL W 13A-2ocs 10C-v 0.201 0.580 se se 5.83 16.82 4.34 11.95 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy G' 12C-Osw 2A•2Dv 13A-2ocs 0.091 0.340 0.2D1 s s s 2.64 9.86 5.83 2.83 12.56 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0V612C-0sw 2A•22v 2B-21v 13A-2ocs 0 340 0.340 0 2DI w w w 9.86 9.86 5.83 35.86 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A-2ovd 12C-0sw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CGG P L-D 11 DO 168-30ad 0.390 0.032 n 11.31 0.93 11.97 1.73 0 121 0 121 0 112 0 209 0 28 0 28 0 26 0 48C F 20P-191 0.050 1.45 0,71 1 1 1 0 6 6 8 4 F 22A-Ipl 0.989 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 55 8 Envelope loss/gwn 852 1357 164 184 12 a) Infiltration 471 151 118 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 23D 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1323 15D9 282 222 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1323 1509 282 222 15 Duct loads 1 21%1 265/6 1 274 393 21% 269/6 58 58 Total room load 1597 1902 341 280 Air required (dim) 73 76 16 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Mar-31 08:27:38 Right-SuileO Universal 2017 17.0.16 RSU24004 Page 8 okePresionAGRE\Lot288ThombrookePreslonAGRE.rup Calc - MJ8 House faces, E wrightsofC Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Job: LotMThombrookePreston... Date: June 14,2014 By: RH 1 Room name Blh 3 2 Exposed wall 18.5 It 3 Room height 9.0 it heat/cool 4 5 Room dimensions Room area 6.5 x 12.0 It 78.0 02 Ty Construction U-value Or HTM Area (ft2) Load Area Load number BluhAlZ`F) Btut1/it2) or perimeter (it) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W I--fi 12C-Osw 2A•2ov 13A•2ocs 0.091 0.340 0.201 n n n 2.64 9.86 5.83 2.83 12.56 4.34 0 0 0 0 0 0 0 0 0 0 0 0yl 11 2A-2DV 12C-Osw 0.340 0.091 n a 9.86 2.64 12.56 2.83 0 59 0 51 0 133 0 143 G CGG 2A•2ov 2A-2ov 13A-2ocs 0.340 0.340 0.201 a a a 9.86 9.86 5.83 35.86 35.86 4.34 8 0 0 0 0 0 79 0 0 287 0 0W yl i 73A-2ocs tOC•v 0.201 0.580 se se 5.83 16.82 4.34 11.95 0 0 0 0 0 0 0 0 V 12C-Osw 2A-2ov 13A-2ocs 0.091 0.340 0.201 s s s 2.64 9.86 5.83 2.83 1256 4.34 108 0 0 108 0 0 285 0 0 306 0 0 C Vy I-G 2A•2Dv 12C-Osw 0.340 0.091 s w 9.86 2.64 14.20 2.83 0 0 0 0 0 0 0 0 2A-2ov 2B•21v 13A-2ocs 0.340 0.340 0.201 w w w 9.86 9.86 5.83 35.86 35.86 4.34 0 0 0 0 0 0 0 0 0 0 0 0 2A•2Dv 2A-2ovd 12C-Osw 0.340 0.580 0.091 w w 9.86 16.82 2.64 35.86 18.66 1.75 0 0 0 0 0 0 0 0 0 0 0 0P LD 11 DO 16B•30ad 0.390 0.032 n 11.31 0.93 11.97 1.73 0 78 0 78 0 72 0 135C F 20P-191 0.050 145 0.71 0 0 0 0 F 22A-tpl 0.989 2868 0.00 0 0 0 0 6 c) AED excursion 6 Envelope losstgain 570 877 12 a) Infiltration 396 127 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 610 13) 966 1004 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 966 1004 15 Duct bads 1 21%1 269/0 1 200 262 Total room bad I 1 11661 1266 Air required (cim) 54 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P. - Fk wrightsoftr 2017-Mar-31 08:27:38 Right-Suile® Universal 2017 17 0.16 RSU24004 Page 9 okePresionAGRE\LO128SThombrookePresionAGRE.rup Calc - M,18 House faces E Duct System Summary Job: Lot288ThombrookePres... wrightsoft` y Date: June 14,2014 Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Project Information For: Taylor Morrison, Preston External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1160 cfm 172 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 3211 86 128 0.292 6.0 Ox 0 VIFx 12.2 70.0 Bdrm 3 c 1902 73 76 0.259 6.0 Ox 0 VIFx 22.8 70.0 Bdrm 3 Wic h 341 16 11 0.265 4.0 Ox 0 VIFx 20.6 70.0 Blh 2 h 578 27 21 0.316 4.0 Ox 0 VIFx 5.9 70.0 Blh 3 h 1166 54 51 0.295 4.0 Ox 0 VIFx 11.3 70.0 Dining h 2759 127 86 0.181 7.0 Ox 0 VIFx 42.3 90.0 sti Family/Great rm h 4072 187 185 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 ictchen c 1908 71 76 0.183 6.0 Ox 0 VIFx 41.0 90.0 sti Laundry c 877 31 35 0.191 4.0 Ox 0 VIFx 35.6 90.0 st1 M.Bth h 1208 55 21 0.179 5.0 Ox 0 VIFx 43.8 90.0 st1 M.Wc c 48 0 2 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M Wic c 48 0 2 0.182 4.0 Ox 0 VIFx 41.6 90.0 st1 Master bdrm c 4302 153 172 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below c 4251 109 170 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1651 76 36 0.193 5.0 Ox 0 VIFx 34.4 90.0 Stl bft h 2068 95 88 0.272 6.0 Ox 0 VIFx 18.4 70.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 340 358 0.139 456 12.0 0 x 0 VinlFlx st1 st1 Peak AVF 701 615 0,139 656 14.0 0 x 0 VinlFlx wri hflsoft• 2017•Mar•3108:27.39 9 Right-SuileO Universal 2017 17.0.16 RSU24004 Page 1 okePresionAGRE\Lol288ThornbrookePresionAGRE.rup Calc = MJB House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx C wri htsoft' 2017-Mar-3108:27:39 9 Righl-Suile® Universal 2017 17.0.16 RSU24004 Page 2 AC(A .. okePreslonAGRBLol288ThombrookePreslonAGRE.nip Cale = MJ8 House laces E FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA I Project Name: Lot288ThornbrookePrestonAGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction. 691500 Design Location: FL, Orlando COMPONENT I 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 andlany 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 tie sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage floors) Insulation shall be installed to maintain permanent contact with underside decking. and cantilevered of subfloor The air barrierlshall 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 earthlin 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 lightlfixtures 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 extsnd 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 s l b-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 3/31/2017 8:25 AM EnergyGauge® USA-IFIaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 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 O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). D 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) 0 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® - USRCSB v5.1 3/31/2017 8:23:56 AM Page 1 of 1 0. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot288ThornbrookePreslonAGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.ft. Cond. Volume: 18299 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): 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: 3/31/2017 8.25 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not 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, it 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 leakage. Windows, 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)AII 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. 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41 °C) or below 55•F (131C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1001F to 140•F (381C to 600C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 f FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainmenl'areas. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O 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 40OF. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/31/2017 8:24 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 zn .+w C Q 0 • C+'D 0 - s 3 f 0 P M \0 S b30Q nA z wa yi A «• R o aAd1 a a IF 14x +Y N Ofl y a f 1 I P O. P X pv" • Q li fu 0z i Pff o I 3 3t ° I I x lit I c m v I I < I N _ 0 0 I Ry a, I P 4 o$A R I I • p1wtnn 0 I I y83" eft wr G IGaa1. W" i seer INs Zf <+ W Z* (+ W C\O\0 ` F -t) s 0 P Q h :0A• ° Q Q m n S °' s Q m n Z C+ 3+ n a oa , xLw wualsloe X WOEgggip R gcas 7r S I a 8 a I NA* Oj$Yp I F< I ADIJ N N m01 Q a D C w w -4 UI f A • Ga 3 n QcooQ O , nInp i a 3 ZSh3CLM, I I cn n Ql9 1 hm I NI `\\ \ Q M1 v I11311Cv1 BUILDER: PLAN L O T SUBDIVISION TAYL R M RRIS N PREST N LOT 288 TH RNBR OKE REVISIONS I Pel Air Heatinq, Air Conditioninq & Pefrigeration,lnc, 109 Commerce Street Suite 1101 Lake Mari{ PI.52146-6206 Phone:407-81-2665 I Fax:407-555-5895 DATE Byj 1/ 7/ 14 GCR 4,17.15 EJH DATE: DRAWN BY: tune 4, 2014 RH 3/30/17 RC 12/19/15 JA 7/23/16 JA 3/9/17 IJA RECORD COPY 4LI: 3" W! -_' '- ASTE YrAcr, FROM 2N0 FLOOR'-4 Li-1-14T, A:,A! V; TERMINATIWTOISM' FLOOR iu- Ll jo LA Fn TAYLOR MORRISON THORNBA00KE S.F. LOT 288 H - OUSE TYPE: PRESTON T- 1ST FLOOR rn' 4-T f J 7 TAYLOR MORRISC)N THORNBROOKE S.F. T-71 LOT 288 HOUSE TYPE: PRESTON: 12 2141) FLOOR J 4L 3" WASTE STACK FROM 2.ND FLOOR TERMINATING TO IST FLOOR 77, jj T- J_ I L- n DESCRIPTION AS FURNISHED: Lot 288, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. RECORD COPY LOT 307 N 00° 10' 44" W I 40. DO' rye• so 34.80, LOT 288 34.80' U i Q 9.0' O 5.00' CONC. 1 5.00' 17.7' 8 2' 4.- 8" RECESS FOR POCKET SLIDER Taa PROPOSED RESIDENCE C0 O MODEL PRESTON - A O0GARAGERIGHT p 0 O LOT 289 O p d (S LOT 287 O CNZ d) O a) oo IO co Ce) 5.00, COVERED o; ENTRY 8.7' ZON;N WDATE Ok to construct single family home321.3' with setbacks and impervious area 5.0o shown on plan. DRIVE 25.20' 25.20' 10' I1TIL. ESMT. r 6355.03' PC) 5' CONC. WALK f7.4RE5 C RB N LOT AREA LCULATIONS: B.B.) S 00010' 44" E LIIVINGOT - 1,1557 SOOXT. 40.00' GARAGE - 451 SOFT. ENTRY - 74 SOFT. REAR PATIO- 27 SO.FT. ROCKY GROVE LANE BREEZEWAY- N/A SO.FT. DRIVEWAY - 40J SOFT. TRACT I (5o' R/W) AIC - y Dy UTIL. & ACCESS R/W WALKWAY 67 SOFT. IMPERVIOUS- 45.6 XOQ Q 2,188 SOFT. SOD 61 SO. FT. OFF LOT AR&A CAE 1 N PROPOSED FINISHED SPOT GRADE ELEVATION R/W = 440 SOFT. PER DRAINAGE PLANS APRON - 110 SOFT. V— = PROPOSED DRAINAGE FLOW BUILDING SETBACKS: •PLOT PLAN ONLY* SIDEWALK - 200 SOFT. LOT GRADING TYPE A FRONT - 25' SOD - 730 SO.FT. NOT A SURVEY) PROPOSED F.F. PER PLANS 24.3' + REAR - 15 PROPOSED INFORMATION SHOWN AREASIDE - 5.0' - 5.240 SOFT. BASED ON SUPPLIED PLAN PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER - 10' DRIVEWAY - 513 SOFT. DIORN NSTRUD ONS SIDEWALK ?6EDPERSOD 4 SOFT. CRUSENME'YE'R-SCOTT & ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - P , PLAT PDL , POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD TV. • TYPICAL NDns ID. • IRON PIPE PR.0 . POINT W REVERSE CURVATURE IR. . IRON ROD = • POINT OF CDOOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT TIDS SULKY MELTS 1NE STANOARBS OF PRACTICE SET FORTH g/ THE FLORIDA BOMD OF PROFESS04L SURVEYORS AND L& P IN O WTER W-17 FLORDU AOMUDSTRATI E CODE PURSUANT M SECTION 472027. ROWM STATUES SE in,CONI TE I LI 45 RAN. • NODULE E ./ BU AS% VP . VITNE=NPOINT ON- RAMAL SET IA. . RECOVERED y UNLESS EMBOSSED WIN SURVEYOR'S S1O4TVRE AND ORIGNM RAISED SEAL TM SURVEY 1NP OR COPIES ARE NOT VALID. I THIS SURVEY WAS PRERMED FROM MILE INFORMATION FUMOSHED TO ME SURVEYOR. THERE WY BE OMER R[STRICIONS PAR . POKE KGDHING CAI.0 • CALCULATED P.D. C. • POINT OF CONNENMK[N7 PRLL • PERMANENT REFERENCE MNUNCNT OR GLSWEMS IMF AFFECT MIS PROPERTY. NO URNDOMOUND IMPROIENEMS NAVE BEEN LOCATED UNLESS OMERW6E SHOWN. CENTERLINE r. • FINISHED FLOOR ELEVATION R&D . NAIL L DISR B.SL WILDING SETPACK LINE B. IMS SURVEY 6 PREPARED FOR THE SOLE BENEFIT OF HOSE CE77RFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OILER ENTRY. W/V VAT BIL BENCI R/ VRIGHTEASEMENT0. DAIDMONS SHORN FOR ME LOCATION OF WPROKMLNTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES WAR EASEMENT B.B. BASE BEARING 7. OEURUNDS, ARC ilk= ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BLARM (B.&) DRAIN • DRAINAGE UTTL. • UTILITY D EILYANDNS. D' SNOW. ARE SASW ON NATIONAL. "DOETIC 04MM OF 1929. UNLESS OMLRWISE NOW. CLFC • CIUUN LINK FREE B. COPMCATE OF AVMORrATON No. 40M VDFC • VOOD FENCE P.C. POOINT or CURVATURE SCALE -- 1• 20' DRAWN 9Y: 0. P.7. • POINT OF TANGDCY DESC. • DE— tPTIGN CERTIFIED BY: 041E OROL:R No. R • RADIUS n TwuTH PLOT PLAN 02-27-17 656-17 CHORDo CIL REVISEDPLOT PLAN 03-20-17 1202-17 KARING NORTH REVISED PLOT PLAN 05-31-2017 w C vha__J THIS OUILDINC/PROPERTY DOES. NOT LIE WININ THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER wAr X. RUSENM R.L.S. / 4714 ZONE C MAP / 12117C 0053 F. SCOTT .LS 1 4501 RECORD COPY i tffe'Z Etzctzieat esezviees,Jnc. 2153 Premier 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 PRESTON 1989 SOFT GENERAL LIGHTING X 3 VA PER SO FT 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 1 LAUNDRY CIRCUIT AT 1 RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN 1 WATER HEATER 1 DISHWASHER 1 CLOTHES DRYER 1 DISPOSAL (1/3 HP) SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 23413 VA x . 4 TOTAL NET GENERAL LOAD 3 TON HEAT PUMP #1 22.1 AMP X 240 VA = TON HEAT PUMP #2 AMP X 240 VA = 8 KW ELECTRIC HEAT AT 65 KW ELECTRIC HEAT AT 65% 1r 945 a 5967 VA 3000 VA 1500 VA 12000 VA 4500 VA 1200 VA 5000 VA 246 VA VA VA 33413 VA 10000 VA 9365 VA 19365 VA 5304 VA VA 5200 VA 0 VA NET GENERAL LOAD 19365 VA NET TOTAL HEAT 10504 VA TOTAL LOAD 29869 VA CALCULATED LOAD FOR SERVICE 29869 VA 1240 V= 124.46 AMP 150 AMP SERVICE DEARW6 HEIGHT 5COULE RECORD COPY 9'-4- ME20"-3/4- 1L 30-00-00 30-00-00 kpe m rn m 10 m n m In I. m m I. m n I. m m I. In (1 0 ,n m m m m m CID 11 I I II I I I IIP II II II F0 F0 Hanger List H1 HTU26F0 H2 THA422 F0 F0 FO m m NOTES: F0 m 1) REFER 10 HID 91(RECOMdENDATIONS FOR cocu 1 ANDLING INSTALLATION AND TEMPORARY DRACIN6 ) m FO m REFER TO ENGINEERED DRAWINGS FOR PERMANENT m F0 F07 m GRACING REOIIIRED. m pill CID 2.) ALL TRLISSES (INCLLOIN6 TRUSSES LPDER FO m VALLEY FRAMWG) M15T DE CO LETELY F07 DECKALTERNATEEDOR RDFRACRIN6 REONREMEMS. F0 F07 3) ALL VALLEYS ARE TO BE CONVENTIONALLY WE FRAMED BY BUILDER F0 VILLIF07 4 ) ALL TRUSSES ARE DES16WO FOR 7 o c mPLUMBING AND A/C CHASES MA)OMLM SPACING• LKES5 OTHERWISE NOTED m F0 F07 5Ag4 5) ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED TO BE LOAD F0 1 DEARM MUSS OTHERWISE NOTED. F08 l 6) 5Y42 TMES AT11ST BE INSTALLED F0 WITH THE TOP BEING UP. 7.) ALL ROOF TII HERS TO DE SIMPSON F0 F 10 HTU26LN.E%OTHERWISE NOTED. ALL FLOOR TII HANIIE15 TO DE SIMPSON mil N THA422 LKES5 OTHERWISE NOTED. Fe IFH FII a B)DFLO45HEDBY DUILOERTO DE F0 m 2_ 6_ 1— F I I m SHOP DRAWING APPROVAL r9 THIS LAYOUT 15 THE SAE SOU2GE FOR FABRICATION OF F I 1 TRIFi5E5 A10 VADS ALL PREVIOA AMITECTIft OR OIIRR F 1 ? IM LAYOUTS REVIEW AND AFMAL OF TNS LAYOVI "I CD R2 BE RECEIVED BEFORE ANY TUMS TTTLL BE dRT. VERIFY ALL m R03 II II I II III II II II I 4 EODOn m 10 INSURE AMMI U"s THAT m RESLLT m J0 — m 1 m ay IN EXTRA CHARGES TO YOU. J0 = R03 11-04-00 18-08-00 rqu,uM fd el Ins J0 R03 Mn h Mc Builders0 R04 ti R04 m FlrstSource m R05 N Orlando PHONE: 407-8200 FAX 407-051-7111 mR06 Plant City J06 PHONE. 015- 759.9951 FAX: 013-752-1552 J05 J04 RUDER Taylor Morrison wit. Preston A ulAlAlhnss nnaaw: Lot xx NT5 FAITpun T I 3-21- 17 Rick 1+, i JO J04 10 m m mJ05 JO J06 R10 R11 R12 R13 R14 m R14 m m m R13R12 RII R15 J0 J0 m 16 R17 1- 0- 00 T. RIB D J0-= R19 R20 mmmmm mJ04 I II J04 W1® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss di-Ogns rely on lumber values established by others. MiTek® RECORD (-OPY RE: TB0288 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Taylor Morrison Project Name: TB0288 Model: Preston A Lot/Block: 288 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 43 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date 118No. I Seal# I Truss Name 14/3/17 Date 1 1 T10790168 1 GO 4/3/17 JT10790185IJ06 12 I T107901691 F01 14/3/17 119 I T10790186 I J07 14/3/17 1 13 I T10790170 I F02 14/3/17 120 I T10790187 1 J12 14/3/17 1 4 T10790171 I F03 4/3/17 121 IT10790188 J13 4/3/17 5 T10790172 F04 4/3/17 22 IT10790189 R03 4/3/17 6 T10790173 F05 4/3/17 23 T10790190 R04 4/3/17 7 T10790174 F06 4/3/17 24 T10790191 R05 4/3/17 18 I T10790175 1 F07 14/3/17 125 I T10790192, R06 14/3/17 I 9 I T10790176 I F08 1 4/3/17 26 I T107901931 R10 14/3/17 1 110 I T10790177 I F09 14/3/17 127 1 T10790194 I R11 14/3/17 1 111 T10790178 I F10 14/3/17 128 I T10790195 I R12 1 4/3/17 1 12 I T10790179 I F11 1 4/3/17 129 1 T107901961 R 13 14/3/17 1 113 1 T10790180 1 F12 1 4/3/17 130 1 T107901971 R 14 1 4/3/17 1 114 I T10790181 I HR02 14/ 3/17 131 I T10790198 I R15 14/3/17 1 15 T10790182 HR04 4/3/17 32 T10790199 R16 4/3/17 16 T10790183 J04 4/3/17 133 T10790200 R17 14/3/17 117 I T10790184 I J05 14/ 3/17 134 I T 10790201 I R 18 14/3/17 I The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 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 ANSIITPI 1, Chapter 2. , 19L5 J pING m SPN oao EPAR J11111ter, r1 I ER P. PENS'/.' L'. AATIF 9 10 4f, SON A„ wager P. Rnn PE No.=9 Mrfek USA. Inc. R Cert 6634 6904 Parke East Blvd. Tampa R 33610 Date: April 3,2017 Finn, Walter 1 of 2 RE: TB0288 - Site Information: Customer Info: Taylor Morrison Project Name: TB0288 Model: Preston A Lot/Block: 288 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. Seal# I Truss Name I Date 35 T10790202 I R19 14/3/17 136 I T10790203 I R20 14/3/17 1 137 1 T10790204 1 R21 14/3/17 1 138 1 T1 0790205 1 R22 14/3/17 139 1 T1 0790206 1 R23 14/3/17 1 140 1 T1 0790207 1 RF01 14/3/17 1 141 1 T1 0790208 1 V01 14/3/17 142 I T107902091 V02 14/3/17 143 I T107902101 V03 14/3/17 2 of 2 Job I russ Truss Type tY ly 710790168 TOM c01 GABLE 1 1F=Reference optional) ounumv rna.wnn v.. ,nyv, r,v.., v..r. •.,..•w w..w OM ID:killYZB1u4nTkwHCDrEV JycBCy-V6_v1NlVnyozCoVGJBF4ciryDX HCoSFJVDX1YzUPyv om Scale. 1:24.8 1 2 3 4 5 630 7 8 9 10 11 12 11-R-11-PI Y Y Y r 1; II A A lam 1 24 23 22 21 20 19 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Verl(LL) rlla rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 13 n/a rVa BCDL 5.0 Code FBC2014frP12007 (Matrix) Weight: 75 lb FT = 20- F, 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 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 14-8-12. Qb) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 23, 22, 21, 20, 19, 18, 17, 16, 15, 14 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 strorlgbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-11Xd (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) 'Thus 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. Vodty desdpn paramours and READ NOTES ON THIS AND INCLUDED 11#17EK REFERANCE PAGE A07473 rev. IaGWOIS BEFORE USE Design valid for use only with lvtiletr19 connectots. This design k based only upon paaneters shown. and Is for an individ al txAdtrng component. not a Inn system. Before use. lire bt/kiing designer must verity the applicability of design paamelors and properly Incorpaato this design Into the overall building design Brocing IndIcaled Is to prevent rAtcMing of Individual truss web and/or chord members only. Additional lemporary and permanent tracing M iTek' Is always regt4red for stability and to prevent cdtgne with possible personal k*jry and property damage. For general gtlkknce regading tine storage. delivery. erecllon and boding of fnuses and furs systems, swANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BlvdIaMlcalbn, Safety Information avaBcANe trorn buss Plate Instflute, 218 N. lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job TruSS russ ype I tY T N, Tl07lrOt66 T80280 F01 Floor Truss" y 1 ference(optional) ounusier ruswvuiw. , unyu, r,mn -y, r, ...r at-8 i I : 2.6.0 1.3-0 ID:kilfYZBlu?nTkwHCDrEV_JycBCy-zlYHElJ7YFwggy3TtvmJ8tO2txBFxAyOYCz5F zUPyu 1i51226-0 b G81A = 1:25.4 1.5x3 II 1.Sx3 = 1.Sx3 II 1.Sx3 = 1.Sx3 II 1 U3 II 1.Sx3 1 2 3 4 5 6 7 8 17 Rcp 34 = LOADING(pst) TCLL 40.0 TCDL 10.0 BCLL • 0.0 BCDL 5.0 SPACING- 2.0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.42 BC 0.60 W B 0.38 Matrix) DEFL. in (loc) Udell Ud Ven(LL) -0.09 10-11 >999 360 Vert(fL) -0.13 10-11 >999 240 Horz( L) 0.04 9 We We PLATES GRIP MT2D 244/190 Weight: 81 lb FT = 2046F, 1140E LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/slze) 9=787/0-3.8, 14=793/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1430/0, 3.4_ 1837/0, 4-5=-1837/0, 5-6=-1837/0, 6-7=-1445/0 BOT CHORD 13.14=0/1122, 12-13=0/1706, 11-12=0/1837, 10-11=0/1716, 9.10=0/1142 WEBS 2-14=-1309/0, 7.9— 1320/0, 7-10=0/481, 6-10=-429/0, 6.11=-47/385, 2-13=0/489, 3-13=-439/0, 3-12=-37/394 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 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.' Q WARNING - verify dedyn paramefora and READ NOTES ON THIS AND INCLUDED MITEN REFERANCE PAGE MO.7473 rov. MOMIS BEFORE USE Design valkl for use only w1th MBek® connectois. This design Is based only upon paameters shown. and Is for an indivkBlal building component not a tuns system. Before use. the b uild W designer mtnl verify the aWlcabllty of design paamefors and properly incorporate this design Into the overall bxAdhg design. Bicicing Indicated Is to prevent btickltrng of Individual truss web and/or chord members orgy Additional temporary and permanent biocing WOW Is always iegWed lot stability and to prevent collapse %.Alh possUe personal ktpuy and properly damage For general gildance regading the fab i1cc flon, storage. delivery. erection and tooting of trusses and truss systems. seeANSI/IPII Quality Criteria, D$B-B9 and BCSI Bulldl;V Component 6904 Parks East BNd. Sof9ty INo lion avalloble from Truss Plate Institute. 218 N. toe Street. Sidle 312. Alexandria, VA 22314. Tortps. FL 33610 Job russ r , Truss Type N T10790170 T80280 1"02 Floor Truss t tEbR.t.%nce o tional v o.s . Builders FrrstSource. Tampa. PIeM Goy, Florida 33566 0.1.8 H I. 2-" 30 = ID.kiIYZIu7nTkwHDrEVIBCJyc8Cy-zIYHEIJ7YFwggy3TtvmJBtOvE;i: x;6 DYCzSF-zUPyu 3x4 = 1.7- 10 1 1.7.14 0 11 8 e - 24. 7 3x4 = 30 = 3x4 = 3x4 = 3x6 = 3x6 = LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0. 0 Plate Grlp DOL 1.00 Lumber DOL 1. 00 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0. 96 BC 0.57 WB 0.27 Matrix) DEFL. in ( loc) Well Ud Verl(LL) -0. 10 12-13 >999 360 Vert(rL) -0. 23 12-13 >572 240 Horz(TL) 0. 02 9 We rl/a PLATES GRIP MT20 244/190 Weight: 79 lb FT = 20%F, 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) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb(size) 9=85810-3-8, 10=1438/0-4-0, 13_-607/0-7-4 Max Grav9=980( LC 7), 10=1549(LC 8), 13=613(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9- 16=-328/0, 8-16=-328/0, 2-3=-1094/0, 3-4=-1 094/0,4-5=-1094/0, 5-6=-367/242, 6.7=-367/ 242 BOT CHORD 12- 13=0/814, 11-12=0/1094, 10-11=0(853, 9-10=0/753 WEBS 6-10— 534/0, 2-13— 950/0, 2-12=0/327, 5-10=-847/0, 5-11=0/404. 7-10— 902/0, 7-9= 978/ 0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 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) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 9.13=- 10, 1.6_ 100, 6-8=-485(F=-385) Q WARNING. Vartly dedgn paramerae and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 ray. I60302015 BEFORE USE Design valid for use only with MlleM conneclors. ills design is based only upon paameters shown. and Is for an dividu l buldhty component. not a lures system. Before use, the blriicsng designor must verify rho oprAlcablly of (k-Jgn Ixaameters and plopel ly Incapomle this design Into the overall Additional lempaday and permonenl brachng WOW Ixlldng design. ®acingIndicatedIstorxovenlbuddingofindividualIrussweband/or chord members orgy. is always required la slab9lty and to prevent collcpso wllh possllsle persorxD InMy and properly damage For general guicki nce regarding the k"Ic011m storage, delivery. erection and brachng of Inrsses and Inns systems soeAN$I/tPl1 Quality Crllwlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallarAe from truss Plate InstlNle. 218 N. Lee Street. Srllo 312. Alexandria. VA 22314. Torrpo. FL 33610 Job I rusS Truss Type s-~ 0 1Y 710790171 T80288 F03 Floor Truss t 1 Fizb Reference (optional) n en• ] Dwn. • DVIIOe1B I061JDYIGO, lelryV, rwnl v y, rw w= auvvv 0-1.8 1= t 2-" 2 1.Sx3 II 1.Sx3 = 1.Sx3 = 1 3x4 = 2 ID:IdlfYZBI u?nTkwHCDrEV_Jyc8Cy-RV61S3JmJZ2gS6efOcHYh4x9rKXwgewYrlsreoRzUPyI I 1.8-12 I 11 3-0 Sce e = 1:18.3 1.5x3 II 1.5x3 II 1 5x3 II 30 = t.Sx3 = 3 4 5 6 0 0 B LD 6 9 e 30 1na = 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdeil Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.66 Ven(LL) 0.13 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(rL) 0.27 9-10 493 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(rL) 0.02 7 We We BCDL 5.0 Code FBC2014lrP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2(tlat) TOP CHORD BOT CHORD 2x4 SP No-2(flat) WEBS 20 SP No.3(Ilat) BOT CHORD REACTIONS. (Ib/slZe) 7=594/0.3-8, 10=600/0-7-4 FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1050/0, 3.4=.1050/0, 4.5=-1050/0 BOT CHORD 9-10=0l794, 8-9=0/1050, 7-8-0/811 WEBS 2.10=-926/0, 2.9=0/385, 5-7=-936/0, 5-8=0/476, 4-8=-279/0 3x6 = PLATES GRIP MT20 244/190 13 9 Weight: 60 lb FT = 209oF, 11%E 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- (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.' Q WARNNG - Vedy design paramefars end READ NOTES ON TW AND INCLUDED AUFEK REFERANCE PAGE A/47473 ray. I003W IS BEFORE USE i Design valid for use orgy with KieW connectors. R Js design Is based only upon palametors shown, and B for an hdfvldual Ixdding component. not a kus system. Before use, the brlkIlIng designer must verity the CWIcabAlty of design Mameten and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always tecllred tot stablilly and to prevenl collapse with possmle personal "and property damage_ For general guldcme regatdng the fabrication. storage, delivery, erection and bracing of tnrsses and truss systems. seeANSVFPI I Quality Criteria, DSB-89 and 5CSI Sullding Component 6904 Parke East Blvd. Safety Irdormodon available aom truss Plate Insllkile, 218 N. Lee Street, Sulle 312, Alexondria. VA 22314. Temps, FL 33610 Job Truss I Truss Type tY ply no7eo172 TBO288 F04 Floc Truss 1 t 7435280005 Job Reference (optional) ausoers rersrpomce, rolrya. rrem —y, -- oa000 0.1.8 H 2.6.0 3x4 = 2 ID:kilfYZB1u7nTkwHCDrEV_Jyc8Cy.RV61S3,iJZ2g66ef6cHYMxA4KXAgeOYnsieoRzUPyt 1.7./0 1 i 1.3-0 scale=:1:1a.o 1bx3 II 1.5x3 II 30 = 1.5x3 II 3 4 5 6 I 6 9 8 3x4 = 7 30 = 30 = LOADING(pst) 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 0.64 BC 0.56 WB 0.26 Matrix) DEFL. in Verl(LL) -0.12 Ven(TL) -0.26 Horz(TL) 0.02 loc) Well Ud 9-10 >999 360 9-10 >502 240 7 Na n/a PLATES GRIP MT20 244/190 Weight: 58lb FT = 200aF, 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 20 SP No.2(Ilal) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (lb/size) 10=592/0.7-4, 7=592/Mechanical FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1021/0, 3.4=-1021/0, 4-5=-1021/0 BOT CHORD 9-10=0/780, 8.9=0/1021, 7.8=0l785 WEBS 2-10=-910/0, 2-9=0/367, 5.7=-916/0, 5.8=0/467, 4-8=-272/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3)'Seml-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 3.1Od (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.' Q WARNING. Varlfy dedil n p4ramelors and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1111117473 rov. I"3W I5 BEFORE USE. Desltpt valkf for use only vAth M11ekS connectors. INs design Is LNCWd only upon paanelers shown. and Is for an Indh4 u d Wilding component, nol a hum system. Before use, the building designer mlrsi verify the applk:ablilly of dcnlgn paameters and properly incomoale this design Into Me overall trlllding design. Bracing Irxlk:alod Is to prevent rrickling of Individual tans web and/or chord members orgy. Addillonal temporary and permanent IxaclrV MOW Is always required lop slablilfy and to prevent collapse vAlh posWe personal byuy and properly damage. For general guidance regal dng the stooge, delivery. erection and bracing of tnrssos aril Intl systems. seeAN51/Wil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parka, East Blvd Safely Information wcl0c"e from truss Plate Inslllute, 218 N Lee Sheet. Stdte 312. Alexandria. VA 22314. Tampo. FL 33610 Job Truss Truss Type ty T10790173 T80288 FOS ROOF TRUSS 1 1 1,4352800, Job Reference (optional) Builders FnilSouR/. Tampa, Prato Goy. Florida 33556 13 12 0.1.8 H ; 2-6-0 1.Sx3 II 1 Sx3 = 1.5x3 = Sx8 = 1 14 2 0 a AV,...,....... . ,.y„ . ID:killYZBI u?nTkwHCDrEV_Jyc8Cy-vhgl fPK04tAX3GDr_JonEITMuknAPzvhOW SBKtzU Pys 1-6.2 _ i_ 1-3.0 1 1 Sx3 II 1.Sx3 11 Sx8 = 15 3 16 4 5 Scale = 1.19.0 1.Sx3 II 6 I I it I 6 6' 6' !1 10 9 8 4x6 = 7 1 Sx3 11 3x4 = I Sx8 = Sxa = 4R LOADING (psi) SPACING- 2.0.0 CS1. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.57 Ven(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.96 Ven(TL) -0.26 9.10 >505 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 HOrz(TL) 0.05 7 File We BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 60 lb FT = 2MV, 2001,E LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 20 SP No. 1(flat) end verticals. WEBS 20 SP No.3(fiat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb(size) 11=2010/0-7-4, 7=1818(Mechanical FORCES. gb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-653/86, 12-13— 653/86, 1.13=-653/86, 6.7— 363/0, 2-15=-2972/0, 3-15=-2972/0, 3.16=-2972/0, 4.16= 2972/0, 4-5— 2972/0 BOT CHORD 10.11=0/2282, 9-10=0/2282, 8-9=0/2972, 7-8=0/2386 WEBS 2-11— 2647/0, 2-9=0/799, 3.9=-495/0, 5-7=-2784/0, 5-8=0/9D4, 4-8=-521/0 NOTES- (9) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=018; 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 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 fall by 2-0.0 wide will tit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 'Semi -rigid pllchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 416 lb down and 134 lb up at 0-2.4, 134 lb down and 43 lb up at 1-0-0, and 193 lb down and 62 lb up at 3-0-0, and 266 lb down and 85 lb up at 5-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-11=-20, 1.16=-162,6-16=-336 Concentrated Loads (Ib) Vert: 1=-416 2=-193 14=-134 15=-266 0 WARNING. Vadry deeWgn pararrwtsre and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MIF7473 rov. IGOM16 6EFORE USE Design valkl for use only vAlh Mllek® connectors. B11s designs It based only upon paarnelers shown. and Is for an Individual building component. not a truss system. Before use, the building designer must verily the appiksdNlty of closltys parameters and properly Incotporale this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only Additional temporary and permanent blocing M iTek' Is always ie%died fa stdAlly and to prevent collapse vAlh possible personal Injury and progeny damage. For general gtida ce regarding fine fabkatkrs. storage. delivery, erection and bacing of Ines and Intss systems wc-AN51/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. solely Informatlon ovallabie from tries Rate Institute. 218 N. Leo Sheet. Sulte 312. Adexarldtla. VA 22314. Tempo, FL 33610 Job Truss Truss Type 710790174 T80268 F06 FloorTluse 1 1 11411111JobReference (optional) e 51 BNkfele F1151SWrCe. TemP11. Praia City. Flmica,T.lbtie 1.7.12 I 1 1.SX3 II 2 30 = ID:k11tYZB1 u?nTkw4C6rEV_Jyc8Cy-vhg1IPK041AX3GDr_JonEITS01aMFT&h6W SBKfzUPys 3 1.SX3 II 30 = 3x4 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Ven(LL) 0.00 5 "" 360 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Veri(fL) 0.03 4-5 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.21 Horz( L) 0.00 4 FVa Na BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilal) TOP CHORD SOT CHORD 20 SP N0.2(ilal) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 4=597/Mechanical, 5=597/0.4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/677 WEBS 2.4=-849/0, 2-5=-849/0 Scale = 1:10.0 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 2M' F, I I%E Structural wood sheathing directly applied or 3-6-8 oc puffins, except and verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (4) 1) Refer to girder(s) for truss to truss connections. 2) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) -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 Uve (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-5=-10, 1-3>100 Concentrated Loads (lb) Ven: 2=-818 0 WARNWO - Vetly dodgn paremoters end READ NOTES ON THIS AND WCLUDED AMK REFERANCE PAGE M/F7473 rov. I4114134016 BEFORE USE Design valid tot use only vAlh Mllek® connectors. INs design Is based only upon paamelcn shovel. and Is for an IndlvkAral buldIng component not a truss syslem. Bolero use. the Wilding desk7ner mlrsl verily the apdkabllly of design imicimeters and propeda yIncorpolethis design Into the overall building design. ®achg Indicated Is to prevent buckling of Individual Inrss web and/or chord members only. Additional lomWary and paimanenl bracing MiTek' b always roared for stablluy and to prevent collapse vAth poss011e personal Inlay and property damage For general guidance regarding the fabrlCallon. sloroge, delivery, emcllon and Macho of Ines and Inrss sVslems. seeANSI/FPI1 Quality Crilerla, OS11-89 and SCSI Building Component 6904 Perks East Blvd. Safety Information ovallable train Truss Rate hslllute. 218 N. lee Sheel. Suite 312. Merrandrlaa, VA 22314. Tompe, FL 33610 Job T russ s Truss Type oty ply T107B0115 T80288 F07 Floor Truss t t FJbRf,,,nce optional) Builders FnrslSoures. Torrpa. Pert City. Florida 33566 0.1.8 H , 2.6.0 7.640 a Apr 19 2016 mnaa muucu,aa, Me. Wn Ay, — 4.,..52 cv.yo , I D:kilfYZB 1 u?nTkwHCDrEV_Jyc$Cy-NIEOslLorAIOAPo2Y 1 J0mV0W a8A')8W OrW11S1 JzUPyr 2.1.12 1.Sx3 II 1 5x3 II 2fi-0 OU8_ I 1:26.6 1.Sx3 II 1.Sx3 = 34 = 17 15-4.12 Plate Offsets ().Y)-- 111.0-1.8 Edae) 112:0-1.8 Edge) LOADING(psf) SPACING- 2.0.0 CSI, DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.64 Ven(LL) -0.14 10.11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.19 10-11 >961 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 HOrz(rL) 0.04 9 We rVa BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 82 lb FT = 200,19F, 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(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 9=823/0.3.8, 14=830/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1519/0, 3-4=-2001/0, 4-5=-2001/0, 5-6=-2001/0, 6.7— 1536/0 BOT CHORD 13-14=0/1183, 12-13=0/1825, 11-12=0/2001, 10.11=0/1835, 9.10=0/1205 WEBS 2-14=-1380/0, 7-9= 1392/0, 7-10=0/526, 6.10=-475/0, 6.11=-2/476, 5-110-277/0, 2-13=0/534, 3-13=-485M, 3.12=0/488, 4-12= 282/O 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 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.' Q WARNING. Vadly dodgn peremarsrs and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MY-7473 rev. IOTY201S BEFORE USE Design valkl fof use only wpm MlleM connectors. Irk design Is based orgy upon Metrnelers shown. and Is for an Individual building component. not a buss system Below trse. Iho lx/Iding designer mtrsl vedty Ilse aiNAlcabDlty of design parameters and prolxhly Incorporate this design Into the overall building dosign. Bracing Indicated Is to prevent bruclding of IndlvIdtlal intsiweb and/or chord members only. Additional lempotory and permanent bra+ing WOW 6 always i9clubed lot stablilty and to prevent cotlaM wBh poaNte personal k*Aiy and properly damage. For general guidance regarding the fob ilcatlon. storage. dellvery. esectlon and bracing of Inrssos and tnsss systems. soeANSI/1PI I Cuat y Criteria. DSB-89 and BCSi BuBtllug Component 6904 Parks East Blvd. Saley Information available from truss Plate InsIIMe. 218 N. Lee S14001. Suite 312, Alexandria. VA 22314 Tempo. FL 33610 Job Truss Truss Type r r ty ply T10790176 TBO288 F08 Floor Truss 1 t 743528009 Job Reference (optional) Daa1 Builders FsslSouice. Tor po. Plard City. Florida 33566 0- 1.8 H r 2f> o I 1- 3-0 1. Sx3 If 1 Sx3 = 1. Sx3 = 640 s Apt O 2016 Mi 10 i .vna.. oa....a n rya v.a •+.. a va av U- ID: krIfYZ81u'InTkwHCDrEV JycSCy-NIEOsILOrAIOhPo2Y1JOmVOWD8AGBWXrEABIsJzUPyr 2- 0.12 I. Sx3 11 1.SX3 11 06 = Scale=' 1:26.6 US = LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Ven(LL) -0.13 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) -0.17 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.02 9 n/a rda BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 84 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(11al) 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(tlal) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. ( lb/size) 16=818/0-7-4, 9=818/0-3-8 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1491/0, 3-4_ 1948/0, 4-5=-1948/0, 5-6=-1948/0, 6-7=-1467/0, 7-8=-572/0, 8.9=-578/0 BOT CHORD 15.16=0/1164, 14.15=0/1787, 13-14=0/1948, 12.13=0/1777, 11-12=0/1139 WEBS 2-16=-1358/0, 2-15=0/520, 3-15=-469/0, 3-14=-4/463, 4-14= 268/0, 9-11=0/906, 7.11=-882/0, 7.12=0/521, 6. 12=-492/0, 6.13=0/477, 5-13=-269/0 NOTES- ( 7) 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 (0.131a 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 first 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.' Q WARNWO. Vodly design paramstors and READ NOTES ON THIS AND INCLUDED NI EK REFERANCE PAGE MI1-7473 rev. 180MI5 BEFORE USE. Design voild la use only with Mllek® connectors. Ihts design Is based only upD n Mameters shown. and Is for an Individual building component. not a Inns system. Below toe. the bt6tlkng designer must verify the applicability of design paarneters and property Incoipoate IM design Into the ovell building design. Bracing Indicated Is to prevent buckling ngof Individual truss web and/or chord members only. Addilional temporary and permanent bracing MiTek' is always teclut ed for sW WBy and to prevent collapse vAlh possible personal kdtW and properly damage. For general guidance regarding the knbrkballon. storage. delivery. elocllon and blocing of Inures and inrss systems soeANSVIPI I Quality Crilerlo. DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Irdormaxon available from truss Plate Institute, 218 N lee Street. SWIe 312. Alexandria. VA 22314. Tarrpo. FL 33610 Job Truss Truss Type city Fly 710790177 T80298 F09 Floor Truss 1 74312/1010 Job Reference (optional) fete c i omT Dnn. i DYNYO.S N610YY,40. ,u„yu, —Y,I---- ID:kilfYZBt u?nTkwHCDrEV_JycOCy-s40045MecUOFJZNE6kgFJjZfpYUOtu5_Tcpc101zUPyq 0.1.8 Hr 2-6-0I 130 I I zs-o rr 2 .: 2-" Scale = 1:32.9 I.5x3 II 1.5x3 = 1.50 = 4x6 = 3xB = 1.5x3 II 1.Sx3 II 3x4 = 3x6 FP = 4x6 = Sx6 = t.Sx3 II 1 2 3 4 5 6 7 8 9 10 20 19 3x6 = 3xe MT20HS FP = 3x6 = 30 = 30 = Sx6 = 4x6 = 4x6 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014lrP12007 CS1. TC 0.73 BC 0.87 W B 0.75 Matrix) DEFL. in (loc) Udell Vd Veri(LL) -0.38 13-14 >586 360 Vert(TL) -0.57 13.14 >393 240 Horz(fL) 0.07 11 MIA IVa PLATES MT20 MT20HS Weight: 98 lb GRIP 244/190 187/143 FT = 20?bF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(ilat) 'Except' TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except 1.7: 2x4 SP M 31(flat) end verticals. BOT CHORD 2x4 SP No.2(tlat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing 11.16: 20 SP M 31(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 11=150310-4-0, 18=1150/0-74 FORCES. (lb) - Max. Comp.iMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2297/0, 3.4=-3772/0, 4-5= 3772/0, 5-6=-3772/0, 6-7— 3546/0, 7-8=-3546/0, 8.9= 2234/0 BOT CHORD 17-18_=0/1707, 16-17=0/2877, 15-16=0/2877, 14-15=0/3772, 13-14=0/3801, 12.13=0/3226, 11.12= 0/1237 WEBS 2- 18=-1992/0, 2-17=Qf936, 3-17=-922/0, 3-15--0/1223, 4.15= 414/0, 9-11=-1909/0, 9-12= 0/1583, 8-12=-1575/0, 8-13-0/507, 6-13= 405/0, 6.14=-395/529 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) 597 lb down at 15-3-0 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 for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( pit) Vert: 11- 18=-10, 1.10=-100 Concentrated Loads ( lb) Vert: 8=- 597(F) 0 WARNING. Verily dedgn para netan and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE NQ7473 rev. IOd JIMIS BEFORE USE. Design vald far use only with MlleW connectors INs design 6 based only upon parameters shown, and Is lot an Individual building component, not a buss system. Before use. the buildbng designermust mst verilytheoWIcabilly of design 1ximmelers and properly blcorporale Ihls design Into the overall Addilarxil temporary and permanent btacbng Welk' building design. BatingIndicatedIstopreventbucklingofIndividualtrussweband/or chord members only. k always iect uked fat stablllly and to prevent cdtarne wllh possible personal 6nluy and property damage. For general guidance regarding the fabilcatbn, storage. delivery. eiectIon and bracing of Ines and Inns systems. seeANSUIPI I Quality Criterlo, DSO.89 and BCSI Building Component 6904 Parke East Blvd Safety Information avallahle from truss Rate bnsiltute. 218 N. Lee Street. Suile 312. Alexandria. VA 22314. Tempo. FL 33610 o ru55 Truss TypeIOg' T10790t78 T80288 F10 Floor Truss 1 1 743528011 Job Reference o Gonad a_.. ,_..._...__ '_' ._ a o,.... . 0.1.8 HI 2.6-0 1.3-00 4x6 = 2 18 17 ID:IoIfYZBt u9nTkwHCDrEV_JycBCy-s40045MecUOFJZNE6kgFJ)ZcbYTyty_TgxlOfzUPyq 2•6-0 21 —0.12 2-0-0 Scale = 1:32.9 1.50 II 1.Sx3 II 4x6 = 1.5x3 II 3 4 5 6 7 a 9 4x6 = 44 = LOADING (pst) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.94 BC 0.94 WB 0.50 Matrix) DEFL. In (Ioc) Well Ud Vert(LL) -0.27 12-13 >819 360 Vert(fL) -0.40 12-13 >561 240 HOIz( L) 0.07 10 We rVa PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20%6F, I I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins, except BOT CHORD 2x4 SP No.l(flat) end verticals. WEBS 2x4 SP No.3(liat) SOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 2.2.0 oc bracing: 12-13. REACTIONS. (Ib/size) 16=1028/0-7-4, 10=102810-4-0 FORCES. (1b) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3= 2010/0, 3.4=-3075/0, 4.5=-3075J0, 5.6= 3075/0, 6.7=-2768/0, 7-8= 2012/0 BOT CHORD 15-16=0/1508, 14-15=0/2484, 13-14=0/3075, 12-13=0/3014, 11-12=0/2490, 10-11=0/1507 WEBS 2-16=-1760/0, 8-10-.1759/0, 2-15=0/797, 3-15=-753/0, 8-11=0/801, 7-11=-758/0, 7.12--0/442, 6.12=-392/0, 6-13=-217/469, 5-13= 252149, 3-14=0/858, 4-14— 298fO 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 3-1 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 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 • VwW dedyn paremorars and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M9.7,173 rev. dalfl3wis BEFORE USE Design vdkf for use only with Milek®cm- eclois. Ifnrs design Is based only upon Ixaamelen shown, and Is for an i ndlvkdud bidding cornponenl. nor a 0us syslem. Belore One, the Miller" doslgnei mml verity the appllcablity of design Ixuamelers arnd property Incorporate thisdesign Into the overall building design. gacing Indicated Is to proven) buckling of Individual Iniss. web and/a chord members only. Addillonal lomlxlray and pennanent bxacing WOW Is always iegL*ed for stablilly and to prevent colic" vAlh posBnle personal "and property damage. For general guidance rogading the latxlcatlon, storage. dollvery, orecllon and bracing of IRlssos and iR1s systems. seeANSI/TPI I Quality Criteria. DSB-89 and SCSI Building Component 6004 Pork* East Blvd. Solely Information avdlable from IOUs Plate Institute. 218 N. lee Skeet. Suite 312. Alexandria. VA 22314. TomPa. FL 33610 Jobruse Truss Type ty Ply 71079one TBO280 F71 Flow Truss 1 1 743528012 Job Reference (optional) tluaaaro rrrsroourc*. I arwa. rrom wy. -- oaaoo 0.1.8 HI 26-0 tau I 1.5x3 11 1.Sx3 = 1 5x3 = 1 3x6 = 2 ID:IulfYZBIu?nTkwHCDrEV JycSCy-s40045MecUOFJZNE6kgFJIZe YUOtyB_Tgx101zUPyq 2.6.0 1-8.12 2-6-0 Scale. 1:32.3 1 Sx3 11 1.Sx3 II 3x6 = 1.Sx3 II 3 4 5 6 7 a 9 3x6 = 3x6 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL t.OD TC 0.78 Verl(LL) 0.22 12-13 >983 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Verl(TL) 0.34 12.13 >653 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 10 n1a We BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 97lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5.5-7 oc purlins, except BOT CHORD 2x4 SP No. 1(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb slze) 16=1009/0-7-4, 10=1009/Mechanical FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1966/0, 3.4_ 2972/0, 4-5=-2972/0, 5-6=-2972/0, 6-7=-2692/0, 7-8= 1967/0 BOT CHORD 15-16=0/1478, 14-15=0/2425, 13-14=0/2972, 12.13=0/2926, 11-12=0/2429, 1411=0/1477 WEBS 2.16=-1725/0, 8-10_ 1724/0, 2-15=01776, 3-15=-729/0, 8-11=0/778, 7.11— 734/0, 7-12=0/417, 6-12=-371/0, 6-13— 226/427, 3-14=01795.4-14=-274/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4)'Semi-rigid 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.' WARNING - Valy dedgn pan moters and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE NO.7073 rev. IDUMIS BEFORE USE Design vdld to use only with Mnek®connectas. TW deslgn b Horsed only upon T>mameters shown. and Is lot an b)dMdud txiliding component. not o buss system. Rotors use. the txMdnD designer must verily the appllcablity of design pcxameters and properly blcorpoole this design Into the overdl txUdblg design. Brocing Indk:aled Is to p(evonl buckling of Individual IT= web and/or chord members only. Addlilond temporary and permanont bracing M iTek' It alwoys recitdred for stability and to prevent collar)w vAlh posItNe personal burly and ixoperfy dornoge. to general guldatce regarding the Idxk:allon, storage, delivery. eiecllon and Mating of buses and Inns systems soeANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Pork* East Blvd. Safety Information avdiabio from Truss Plate Institute, 218 N. Leo Sheet. Suite 312. Alexandria, VA 22314. Tempo. FL 33610 Job I rubb Truss Type ty T1079018D T80288 F12 ROOF TRUSS 1 1 743528D13 Job Reference trona t9'S42017 P 1 Builders FaslSource. Terrpo, Plard City. Florida 33566 26 25 7.640 a Apr 19 2016 Weir Industries, Inc. Mon Apr 03 11. . age ID:kilfYZB 1 u?nTkwHCDrEV_JycBCy-KGMAHRNGMoY6wjyOISLUrw5peytscOW 7iUgsxCzUPyp 0.1.8 1.1-0 1.2.8 1-2-8 1.2-8 1.2.8 1.2.8 r 1.2.8 2-6-0 1-0-0 , 1.6-6 H I— — I— F— I-- I— I — 3x6 = 9 3x6 = 10 11 12 Scale: 3/8'=1' 13 4R 3x4 = 30 = 3x6 = 24 23 22 21 20 19 18 17 LOADING(psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.D0 TC 0.79 Vert(LL) -0.05 14.15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.00 BC 0.70 Ven(TL) -0.16 14.15 >690 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.55 Horz(TL) 0.03 14 n/a Na BCDL 10.0 Code FBC2014/rP12007 (Matrix) Weight: 95 lb FT = 20 V. 2M'6E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(Ilat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 20 SP No.2(tlat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. All bearings 9-7-4 except Qt=length) 14=0-5-10. Qb) - Max Grav All reactions 250 lb or less at joint(s) 24,18 except 17=1641(LC 1), 19=412(LC 1), 20=363(LC 1), 21=377(LC 1), 22=368(LC 1), 23=398(LC 1), 14=1299(LC 1) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 13.14-275/0, 9-10=-1921/0, 10-11=-1921/0, 11-12=-1921/0 BOT CHORD 16-17--0/1568, 15-16-0/1921, 14.15=0/1645 WEBS 8-17=-613/0, 6-19-376/0, 5-20=-339/0, 4.21-350/0, 3.22=-342/0, 2.23=-369/0, 9-17=-1830/0, 9-16=0/545, 10.16=-368/0, 12-15=0/426, 12-14=-1920/0, 11-15=-262/0 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; Cat. II; 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 2) Provide adequate drainage to prevent water ponding. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 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) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 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.' LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (pit) Vert• 14-24=-20, 1-13=-260 0 WARNWO - Vafly dedyn par4msfora end READ NOTES ON THIS ANDWCLUDED WTEK REFERANCE PAGEW7473 rev. 100=15 BEFORE USE. Design vdld for use orgy Udlh Mneld9 connectas. Ra design It based or1ly upon paanetefs shown. and Is for an MIvlcgx0 rAAdkng component. non a frus system. Before use, the building designer must verily the applicability of design parameters ad Ixoperly Incorpmote Ihls design Into the overall bxydkng design Bating Indlcaled Is to prevent bxucklhV of Individual truss web ad/or chord members only Additional temporary and permanent bracing MiTek' 6 always regtdred for slabtilty and to prevent collapse with possible personal a1Ny and rxopody damage for general guidance regardhng ih0 fabrlcollorl, storage. delivery, erectlon and bracing of prises and frus systems. seeANSi/IPI I Qualify Criterlo, DSB-89 and SCSI Bullding Component 6904 Pork* East Blvd. Safety Information ovdklhle from truss Ptale Instilule. 218 N. lee Sfreel. Sulle 312. Alexandria. VA 22314. Terrps. FL 33610 Job Truss Truss Type oty ply Tt07f10181 T80288 HR02 Diagonal Hip Girder 2 1 7435260t4 Job Reference tional GWdefe I-Irstbource. rampe. rim l.iry. rrorroo J.t000 • v+v. r,r. .. w. ..................._. ..... ....... - __ .-.. _•-- --.. _,_ . ID:killYZBI u?nTkwHCDrE V_JyceCy-oSwYVnNu75gzYtXdD9g08e1 cLBALxlHw80PTezUPyo 1.5-0 6.2.11 9.9.5 r 1.5-0 1 6.2.11 3.6.10 Scale = 1:23.1 20 11 3x6 = — 9-&5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.17 5-8 >697 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.83 Verl(TL) -0.51 5-8 >229 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz( L) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 43lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.4.11 oc pudIns, except BOT CHORD 20 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 2=380/0.10-15, 5=553/Mechanical Max Horz2=217(LC 4) Max Uplift2=-109(LC 4), 5=-253(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.9_ 1056/0, 2-3=-490/145 BOT CHORD 2-5=-293/444 WEBS 3.5=-479/351 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDtr4.2psf; 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 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.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 109 lb uplift at joint 2 and 253lb 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) Van: 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) Q WARNWG - Vanity design panemefors and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M0.7473 rev. 10931015 BEFORE USE. Design vdky for use only vAth INA109 connectors. this design Is IxDed orgy upon mameters shown. and Is lot on Individual txsldpng component. not a lim system. Before tree, the tx&dbng deslDnet mtrsl verily the aWiCdXlry of design lxxaneters and Ixoperty Incorpotale his design Into the oveldl building design. ®acing Irdlkoled 1s to prevent buckting of Indlvklud trim web and/a chord members only. Addtlonal temporary and pennanent tractng MOW Is dwoys required la stability and to prevent collapse wllh posse personal I nAey and property domoge. For generd guldance regadkng the fdrksatkxl, storage, delivery. erection and broceng of Inesses and Inss systems. sectANSWPI1 Qualify Criteria, DSB-89 and BCSI Wilding Component 6904 Parke East Blvd. Safely Irgormaxon avdlabfe from hum Rate Inslltute. 218 N. lee Street. Salle 312, Plexondrlo. VA 22314. Tompe. FL 33610 russ Truss Type Fly T10760t82 288r HR04 Diagonal Hip Girder I t 1I 1743528015JobReference (optional) D [C 7f111 Dnn t Builders, Fad50urde. Iarnpa. ram tarry. rronoa sJaoo ....-.. o..,. JycOC _.....-.....-_u75g. --_. ..--- -- ID:kIgYZ81u7nTkwHCDrEV_JycaCy-oSwYVnNu75gzYU(dDey08e84LLnLzLHwBOPTezUPyo 1.5.0 4.1.7 1.5-0 4.1-7 Scale: V=V 20 = 417 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.17 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 2.4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 15lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oC puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=54/Mechanical, 2=160/0-5.5, 4=26/Mechanical Max Horz 2=88(LC 6) Max Upfif13=-64(LC 6), 2= 115(LC 6) Max Grav3=54(LC 1), 2=160(LC 1), 4=65(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpt=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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 3 and 115 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) 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.2=-54 Trapezoidal Loads (pit) Vert: 2=-3(F=25, B=25)-to-3=-56(F=-1, B=-1), 2=-O(F=10, B=10)-10-4=-21(F=-0, B=-O) Q WARNING. Verily dedgn pararrroren and READ morES ON rNIS AND INCLUDED WTEK REFERANCE PAGE MO-7473 rev. lite"016 BEFORE USE Dwlgn valkl for use only vAth Mllek®connectois. lids design Is based only uporn paameters shown. and Is rot an WlvkAKd buddbng Component. 1 a buss system. aefae use. the bulk rng designer must verify the aixxlcoIAltY of design paamelets and Ixopeily Incorporate this design Into the overall IxAding design. Bracing Indicated Is to prevent bucklhng of IrxlNldu[l Inns web and/or chord members only. Addlliarxl lempaary aril permanent bloclrng WOW Is always iegrlred for stoblllly and to prevent collapse vAlh possible personal inlay and property damage. For general guidance rogadlng the fabk;atkxn, storage, delivery, election aril bracing of misses and hiss systems, seeANSU`1 Pil Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Insiltue. 218 N. Lee Street. Suite 312. Alexartdilo. VA 22314. Terrpa. FL 33610 Job russ Truss Type N T10790te3 T60288 J0a Jack -Open Truss 3 1F t6erence tional Btuldeu Fo615aurCe. romps. From Lny. Frarraa 4v.*"•.r,.o..P..o..........._.....__....._I ..._. ......... __...-_-_-_.. _o_. ID:kilfYZB 1 u?nTkwHCDrEV_Jyc$Cy-GfTwi6OW uPogAl6pntOyxLBKPIrB40bo9o9y'14zUPyn 1-0.0 1 0-10.15 1-0-0 0.10.15 2x4 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well 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 0.01 Vert(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014/fP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=-10/Mechanical, 2=121/0.4-0, 4=9/Mechanical Max Horz2=39(LC 12) Max UPIif13=-10(LC 1), 2=-57(LC 12) Max Grav3=12(LC 8), 2=121(LC 1), 4=17(LC 3) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 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 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=6.0psf; h=25i1; 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 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 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) ' 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 - Vedy deditn pararrrotam and READ NOTES ON THIS AND WCLUDED MREK REFERANCE PAGE MD-7473 rov. 169MIS BEFORE USE. wt DesignvalkJforuseonlywith1W1ek9connectas. Bds clesIgn Is Ixtsed only upon Parameters "WrL and Is for an IndlVk11101 b1ldlrtg cornponenl, nol a Was systern. Before ttse, the Ixdldrtg designer mtrsl verify the applicability of design peramelem and properly Incorporale thtt design Into the overall Intl orgy. Addltloral temporary and permanent Iracktg WOW txdclingdesign. Bracing IrOlcoled Is to prevent Ixrcldktg of l xAMural web and/or chord members It always regti ted for slaUlly and to prevent collapse wtlh possl)le personal kVtay and property damage. For genial guidance regatdktg the fatxleatkrt, slorago. clellvery, erection and brctolng of trusses arxt Inm systerns, seeANSI/IPI I Cua9fy Crlterb, DSB-89 and BCSI Bulldiing Component 6904 Parke East Blvd. Safety Information available from trim Plate institute. 218 N. Lee Sheet, State 312. Alexandria. VA 22314. Tornpa. FL 33610 Jobruse russ ype T10700184 T80288 JOS Jock -Open Truss 1ty3 t J435280t7JobReference o Gonel aY110e16 YtlWJOU1Ce. lalrga. rwtll btly.rrolrotl JJJOO ._-__..r..___._..... _.. ...___..._-.-.._...._.. __ _.____ I D:kilfYZB1 u?nTkwHCDrEV_JyceCy.GfTwr6OW uPogAl6pntOyxLBKBlh240b09o9y?4zUPyn t-0-0 2.10.15 t 0 0 2.10.15 Scale: 1'=1' 20 = 2.10.15 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in hoc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(rL) -0.01 2.4 999 18D BCLL 00 ' Rep Stresslncr YES WB 0.00 Horz(TL) -0.00 3 We n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=59/Mechanical, 2=176/0-4.0, 4=27/Mechanical Max Horz2=82(LC 12) Max Uplift3=-57(LC 12), 2=-58(LC 12) Max Grav3=59(LC 1), 2=176(LC 1), 4=54(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2.10.15 oc puffins. SOT 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; BCDt-=6.Opsf; h=25It, Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable and zone and C-C Interlor(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 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 57 lb uplift at joint 3 and 58lb uplift at joint 2. 6)'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this Intss. 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 • VerW design peremotars and READ NOTES ON TM AND WCLUDED owr EK REFERANCE PAGE M67473 rw. 140MI S BEFORE USE Design valkl lot use only with MilekO connectors. this design Is based orgy uPon Irnanelers arwwnl. and is lot an IndIvldual building component. not a ht= system. Before use. the bWalng designer mtal vedry the aWlcablily of design paometers aril lropetly Incorporole B16 design Into the overall building design. ®acing Indicated Is to prevent buckling of IrxDvkduak miss web and/or chord members only Addlllonal latinpoary and permanent bracing WOW 6 always regnlred to stability and to prevent collapse wllh possB le personal "my and popedy damage For general guickme regarding One ICArk:allon, slocsgo. delivery, woction and krocing of IRMes and Ims systems, seeANSI/IPI I Quality Cltarlo, DSB-89 and IICSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute. 218 N. Lee Sheel. StAle 312, Alexorxlla. VA 22314. Tompe. FL 33610 T rubs Truss Type , ty N 710790t85lob 7"as J06 Jack -Open Truss 3 1 743529018 Job Reference (option builders F estSoulce, r arpa, rram"y. IFrarrda JJ*De•v+va..r••••••••••o^•••""••••••••••. ••'-••••__._..-•---_.. _,_. ID:kilfYZBIu?nTkwHCDrEV_Jyc8Cy-Gf%m6OWuPogAl6pntOyxLBHble44ObO9oW4zUPyn JV 4.10-15 4-10-151-0-0 20 = 4.10.15 Scale. 1:17.1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 V@n(LL) 0.03 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,27 Ven(TL) 0.07 2-4 780 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.00 3 We rUa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 SOT CHORD REACTIONS. (Ib/size) 3=119/Mechanical, 2=244/0-4-0, 4=47/Mechanical Max Horz 2=126(LC 12) Max Uplift3=-107(LC 12), 2— 67(LC 12) Max Grav3=119(LC 1), 2=244(LC 1), 4=94(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-10.15 oc puffins. 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; Cal. 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 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 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 desfyr paranuoters and READ NOTES ON THIS AND INCLUDEO IdffEK REFERANCE PAGE M67473 rev. farOYMiS BEFORE USE. Design vdkl for use only wilt Wlek® connectors Wits design is based orgy upon p aiGmelers shown, and Is for an Individual building component not a truss system. Before use. the txAc&V designer must verify llv applkabOa tyofdesignpanetersand property Incorporate this design Into the overdl building design. Bating Indicated Is to prevent buckling of Indivau al truss web and/or chord members only. Addllbnol temporary and permanent bating WOW is always regJrod for stability and to prevent collapse vAlh possible personal "and property damage For genial guidance regaling Hie fabrication, storage. dkdNery. erection oral txocing of trusses and truss systems, se(ANSI/IPI I Gua9h Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Satisfy Information avallabke from truss Rate i nstllule. 218 N. lee Skeet. Su lle 312. Alexatdla. VA 22314. Tampa, FL 33610 FUSS ruSs ype ty 710790/86 TBO288 J07 Jack•Open Truss 2 1 J43528019JobReference hovel Builders Fir urce. Ianpa. Yrenr wy. r'lalyda J3000 , v+v e.+y. .. w.,. ..... o.. ..._ ...... _. . ID:kilfYZB 1 u?nTkwHCDrE V_Jyc8Cy-kr 1 JwSP9ilwhnBh7LavBTZ1N19xYptraORvW XXZUPym t 0-0 7-0-0 Scale = 1:22.2 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.10 2-4 777 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Ven(TL) 0.26 2-4 308 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOIz(rL) 0.00 3 n/a r a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 24 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=164/Mechanical, 2=319/0-4-0, 4=81/Mechanical Max Harz 2=172(LC 12) Max Uplift3=-133(LC 12), 2=-78(LC 12) Max Grav3=164(LC 1), 2=319(LC 1), 4=125(LC 3) FORCES. (Ib) - Max. CompJMax. 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 10.0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=6.Ops1; h=2511; Cat. 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 tortes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb 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.' WARNING - Vorrry dadyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. 1093W S BEFORE USE. Deyg1 valkl la use only with Wlek®conrlectoes. tnls dedr nl Is based only Won twrameters shown. and Is for an trldh4drxd bildln0 component. not ss system. Belore rise, the Ixdlc*V deser mtrst verily the applicability of design parameters and property Incorporate Ihh design Into the overallabu1pnbtAdlrlg design. Braehg Indicated Is to prevent brcldtng of frxlNkltKd Inns web aril/or chord members only Addlionol temporary and permanent bracing WOW Is always readied la stabklly and to prevent collapse wllh possible peswrxd k*uy and property damage. For general gtddance regarcing the labrk: aflon, storage. delivery. election caxl bacing of trusses orid miss systems. seeANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information avallable from truss Plate Institute. 218 N. tee Street. Sutle 312, Alezanrlrlh. VA 22314. Tonga, FL 33610 Job Truss Truss TypeI y 710790187 780288 J12 Jack -Open Truss 1 1 743528020 Job Reference tional Busders F1151bource. rampa. Yrant Grry. f101108 JsaaO , ,.-„ a..r• •• •••••• ^^•o• ••••. •••_... . __ .-.._._. __.. _o_ . ID:killYZB1 u?nTkwHCDrEV_JycBCy-kr1JwSP9tjwhnBh?LavBTZISx99(pmBaORvW )xzUPym 4.2.12 _ _ 7-" r 4.2.12 2.9.4 Scale = 1.22.4 30 = axe rr 30 = LOADING (psi) 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 NO Code FBC2014/TP12007 CSf. TC 0.30 BC 0.72 W B 0.49 Matrix) DEFL. in Ven(LL) -0.03 Vert( L) -0.07 Horz(TL) 0.01 loc) Well Ud 1-5 >999 240 1-5 >999 180 4 n/a We PLATES GRIP MT20 244/190 Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7.0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1262/0.4.0, 4=1094/Mechanical Max Horz 1=149(LC 8) Max Upliftl=-368(LC 8), 4=-389(LC 8) Max Gravl=1415(LC 15), 4=1215(LC 15) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2— 1494/355 BOT CHORD 1-5=-416/1314, 5.6=-416/1314, 4.6=416/1314 WEBS 2-5=-353/1504,2.4=-1674/530 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cal. 11; 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 nonconcurent 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 368 lb uplift at joint 1 and 389 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) 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 1-6=-326(F=-306), 4-6=-20 tD WARNING- Vedly daslgn poramaters and READ NOTES ON THIS AND UVCLUDED AMEK REFERANCE PAGE MD7473 rov. 16MM1S BEFORE USE. Design valkl la use orgy vAth Mllek®conneclors. Ilds design Is based only upon rarameters stawn, and Is to; an b)divkw bulding cornporlenl. not a Inns system Heroic, use, the btrlkiing deslpnor must verify the cWicabllly of design parameters and property Incoriwrale this design Into the overall IxOdlW design. 0acN IrxDcoted Is to txevenl buckIN of Individual Inns web and/or Chord members orgy. Additional lemporary and permanent bfocing WOW Is atwoys readied lot stobillly and to txevenl collapse wllh possible personal hJtay and property damage. nor genetal guidance regarding the fabrkpalbn slorcKw. dellvery, erection and braclrlg of In/ses and tnrs systems, ser-ANSI/TPI I Quality Cdlerlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from hus Plate Institute, 218 N. Lee Street, Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty Fly 710790188 TS0288 J13 Jack -Open Truss 1 t 743528021 Job Reference (optional D aU1109151,1151coulce. I aripa. -in l..y.r ,VUJ .. I D:kilfYZB1 u?nTkwHCDrEV_JycOCy-C 1 bh7oOn002YPKFBul000mGghZNOYK5pd5e34zzUPyl t -0-0 3-" 1.0-0 3-0-0 Scale = 1:12.3 20 = 0 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rVa n1a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 11 lb FT = 20% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=62/Mechanical, 2=179/0-4.0, 4=28/Mechanical Max Harz 2=84(LC 12) Max Uplift3=-59(LC 12), 2=-58(LC 12) Max Grav3=62(LC 1), 2=179(LC 1), 4=55(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 3-0-0 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.OpsI; h=25ft; 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 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 59 lb uplift at joint 3 and 58 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 - Vww dedgn pownarws and READ NOTES ON rNIS AND INCLUDED MIIEK REFERANCE PAGE M067473 rev. IOWW IS BEFORE USE Design, vtlkd for use only with blllek® connectors. Ihls design Is based only upon pmamelem sdnown, and Is lot an hclNkAu l building component. not a Was system. Before use, rho b,dkding designer must verity Hie ctplAlcablity, of design Ixaameters and pioperly Incoipoiate this design Into the overall y. Additional temrary and permanent biachlgbuildingdesign. Bracing Indicated Is to preveni buckling of Individual iniss web and/or chord members onltemporary MOW Is always,eQuired for stability and to pnevenl cdiaM with possBdle personal "and properly damage For general gtddance regarding tine Iabik; allm storage, dolNery, erection and bracing of Inisses arxf puss systems. seeMSi/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from buss Rate Insllluto, 218 N. tee Street. Sidle 312. Atexardira. VA 22314. Tampa. FL 33610 Job Truss Truss Type ply T10790189 TBO288 R03 Common Tfuss 10tyt 1 743S28022IJobReference tronal D•CO a] Dnn t Builders Frf515oWce. I afrgo, rem tsy. rr0noo 1 i.]o0-...,.. ._...... ..... ...__-...__. ...- ..... __...._.____ _o_ ID:kilfYZB 1 u9nTkwHCDrEV_JycBCy-C 1bh7oOnOO2YPKFBuI000mGa7ZCZYHB1d5e34zzUPyl 1-0-0 6.9.13 10.8.0 14.63 21-4-0 1.0-0 6-9.13 3.1" 3.10.3 6-9.13 4x6 = Scale = 1:38.3 lg 3x6 = axD = sxa = 10.8•o to Plate Offsets MY)-- 17:0.4-0 0.3-41 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.19 6-7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(R) 0.52 6.7 474 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.25 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matnx) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 6=762/0-8.0, 2=839/0-8.0 Max Horz2=120(LC 16) Max Uplift6>183(LC 13), 2=-224(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1200/293, 3-4=-940/226, 4-5=-94M24, 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 PLATES GRIP MT20 244/190 Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc puffins. 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.Opsf; h=2511; Cat. 11; 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 lot 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 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-" 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 lixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verify dm0gn parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE MP7473 rov. IM M1S BEFORE USE Design valid for use only vAth Milek® connectors. rhis design Is IXed only upon paanetets adnown, and Is tot an hdhAdual t-AAdhg component. not o htas system. Belore trse, the building designer muss verity the cWlcc Alty of design parameters and pop a ly hcof"Ole this design Into tho overdlAddlkxxltemporaryandpetmanenlbuachg WOWIxbdingdesign. Bracing Indicated is to ptovenl Ixfclding of individual truss web and/or chord members only. lsdwoys iecabed la sicibUily and to prevent collapso vnlh possible petsond hkay and property damage For general guidance regarding the labrhallm slofogo, delivery, erection and looting of bases arK1 Inrss syslerm seeANSI/Tp1I Ouadly criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IrdormoBon ovdldble horn leas Wile Institute. 218 N. lee Sheet. Sulfe 312. Alexandrkx VA 22314. Tarrga. FL 33610 Job TrUSS type ty ply Tt0790190 TS0288 1. r.ss R04 COMMON TRUSS t l1 43528023 J ob Reference tronal MOM rasrsotoce. sorrpa. non] Vny. r10n08 4a 00 ... DrEV- ycOCy-...93KS.----..--...._ ...-... f...- __ -_-. . _ OzID:ksItVZBtu nTkwHCDrEV_JyeBCy-gD93KBOPBKAPt UgOS x1Y_plOzYsHkUsrlOdcPzUPyk 1-0-0 6.9.13 F 10.8-0 f 14-6-3 21-4.0 , 22.4.0 , 1.0-0 6-9.13 3.10-3 3.10.3 6-9.13 1 0 0 Scale = 1:38.3 4x6 = g 3x6 = sxa = Sx8 = 21.4-0 Plate Offsets (XY)-- 18.0.4-0 0.3.41 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.47 Ven(LL) -0.19 6-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Ven(TL) -0.52 6-8 >481 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 93lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc pudins. 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, 6=837/0-8-0 Max Harz 2=-111(LC 17) Max Uplift2=-223(LC 12), 6=-223(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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) 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) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl 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 223 lb uplift at joint 2 and 223 lb uplilt at joint 6. 6) 'Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Verily dadyn parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE AIIF7473 rev. 16113*01S BEFORE USE Design valid lot use only vAth Mllek® connectors. this design is based only upon pararnoters shown. and Is lot an Indly dual buldlrlg component not a utsss syslem. Before me. the lxildlng desigrwt mast verily the applicability of design parameters and prorody ktctxdolate this design Into the overall building doslgn. Bracing Indicated Is to prevent buckling of lrtdWtxA Ituss web aril/ot chord rnemlorS only. Addlllonal temporary and permanent Mating M iTek' Is always toandred lot slalAlly and to prevent collapse wllh possBsle personal"and property damage. Fos general gul lance togadktg the storage. dellveM ereclion and bracing of Intsses and truss systems. seeANSI/IPI I Ouotity Cdhwla, DSB-89 and SCSI BuBOing Component 6804 Parks East Blvd Safety Itdormotlon available horn kuss Plate trlslltute. 218 N. lee Street Salle 312, Alexandria. VA 22314. Tompa. FL 33610 Job Truss Truss Type ty Ply 710790191 7BO288 RDS Hip Truss 110 t 1743528024JobReference (optional Builders Fastsoures. tempo, cram coy. rronoo rtaau ID.kdfYZBlu7nTkwHCDrEV_JycBCy-gD93K8OPBKAP1UgOS;—'_ph5zYwHkDsrlOdePzUPyk 1-0-0 6.9.13 9-0.0 t08-0 12.4.0 14.63 21.4-0 22.4-0, 1.0.0 6 8 13 2.2-3 1.8-0 /.8.0 2.2.3 6.9.13 "_0 ' Scale = 1:39.0 3x8 i 20 II 3x8 30 i 3x4 Sx9 = LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.21 2-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.57 2-10 >436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 8 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.2-11 oc pudins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=837/0-8-0, 8=837/0.8-0 Max Horz 2=96(LC 16) Max Upli112=-21 O(LC 12), 8=-21 O(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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 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.Ops1; h=25ft; 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 psl 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 210lb 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. B) '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 • Vodfy doafpn poromolora and READ NOTES ON THIS ANOWCLUDED UrTEK REFERANCE PAGE MD•7173 rov. 1093W IS BEFORE USE. Dosign vdikl lot use only with "TekS Connectas. Rds design is based only upon uatamelers shown, and Is lot an Individual bolding component, not a Miss system. Before use. One buildingdesign, must verity the applkrna ablityofdesignprnetorsand property Incorporate this design into the overall ceding design. Bracing Indicated Is to prevent buckling of Indlvkludi Irtrss web and/or chord members only. Additional temporary and permanent biocing M iTek' Is always iegtAred for stability and to prevent collapse wllh possible personal Iakay and property damage. For general guldai nco regarding the fabrication. storage. delivery, election and troeing of fames and MISS systems, seeANSIMI I Quality Criteria, OSS-89 and SCSI Bulk11ng Component 6904 Porke East Blvd. Solely Information ovtliabale non truss Plate Instltule. 218 N. Lee Street. Suite 312, Alexondria. VA 22314. Tempo. FL 33610 Job rush Truss Type ty T10790192 7BO288 R06 Hip Truss I'll I t 743528/1 Job Reference(optional) BWlders Fuslsource. tempo. nerd Gay. I-Ionuo "J"dbbb , v+v a ny. ,. cv.v ..... o,. .T,,.,-...o;..."' ...-... - --.. . _e_ - I D:kiIfYZB 1 u?nTkwHCDrEV_Jyc8Cy-8O)RYUR1 yolGeePa01Su5BLorMv209y04P7ABrzUP» 1-0-0 7." 14.4.0 21.4-0 22.4-0 1.0.0 7-0-0 7-4-0 7-" 6x8 = Sx6 = Scale = 1:39 0 Ig 3x6 = 3x6 11 4x6 = 6x8 = 3x6 = LOADING (psi) TOLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CS1. TO 1.00 BC 0.72 WB 0.30 Matrix) DEFL. in Ven(LL) 0.11 Ven(TL) -0.42 Horz(TL) 0.09 loc) Well Ud 7-9 >999 240 7-9 >592 180 5 n/a nta PLATES GRIP MT20 244/190 Weight: 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No. t 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.7-5 oc bracing. BOT CHORD 20 SP No.1 WEBS 1 Row at midpt 3-7 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1636/0-8-0, 5=1636/0-8-0 Max Horz 2=76(LC 8) Max Upli112=-562(LC 8), 5=-562(LC 9) Max Grav2=1696(LC 15), 5=1696(LC 16) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3268/1001, 3-4=-2787/924, 4-5=-3271/1002 BOT CHORD 2-9=-867/2917, 8-9=-864/2878, 7-8=-864/2878, 5-7=-822/2867 WEBS 3.9=-87/942, 4.7-107/954 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=25ft; Cat. 11; 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 psf bottom chord live load nonconcurent with any other live loads. 5) ' 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. 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 5. 7)'Seml-dgld 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 sulficient 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 design/selection 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, 3-4=-1 18(F=-64),4-6=-54, 2-9=-20, 7-9— 44(F— 24), 5.7— 20 Concentrated Loads (lb) Vert: 9=-475(F) 7=-475(F) 0 INARNNG • Verily dedgn paramefors and READ NOTES ON TMS AND INCLUDED MIIEK REFERANCE PAGE MJI-7473 rev. IOMW1S BEFORE USE Des1gi1 vatkl for use only with MllekSeonneclors. lnlsdes-g n Is Ixaed orgy upon pmaineters shown. and Is for an hndl*Juc l ". ding component. not a urns system. Before use. the building desklnor mast verify the applicability of design parameters and ptoporly lincorporote this design Into the overall building design. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only AddIIkwK f temporary and permanent bracing WOW Is always rectuked for stablllly and to prevent collapse with p ossilAe peisonal 01A+Y and property damage Fa general guldo nce regarding the kAxicallon• storage. delivery, erection and braclrng of Inrsses and Inns systems sc6:ANSI/IPr 1 QuaBty Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from hus plate Institute. 218 N Lee Street. Sidle 312, Alexandria. VA 22314. Tempo, FL 33610 Job Truss Truss Type City ply T10790193 T80288 R10 Hp Truss 1 t 743528026 Job Roterence(optional) MOWS Yxel5ource. Iarrpo. rram % ay. mnaa saaoo I-- . 1. .. ....-..-.-^ .........__. ..._ . -- ' . -- . _o_ ID:killYZB1u7nTkwHCDrEV_Jyc8Cy-dcHplgSfx07Go_ma0_7dPu1 mCZIXw9J3ggIzUPyi 4.8.15 7-0.0 12J•7 17-0.9 I 23.0-0 f 25.3.1 i 30-0-0 31-0.0 r1-0-0 15 T 2-3-1 I 53.7 5.5.3 5.3.7 2-3.1 4$15 1-0-0. 54 = 20 If 30 = 5x6 = r- Scale = 1:53.5 20 \\ 2x4 3 B 9 2 Sx8 = 6x8 = SxB = 400 Nrr20HS = 6xB = 3x6 = 5x8 = 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 NO Code FBC2014lrP12007 CSI. TC 0.66 BC 0.95 WB 0.63 Matrix) DEFL. in (loc) Well Ud Ven(LL) 0.35 12-14 >999 240 Ven(TL) -0.69 12-14 >513 180 Horz(fL) 0.22 9 n/a rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 151 lb FT = 204t+ LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3.8 oc punlns. 4-7: 20 SP M 31 BOT CHORD Rigid ceiling directly applied or 4.6.3 oc bracing. BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=2339/0.4-0, 9=2339/0.4-0 Max Horz 2=-77(LC 9) Max Upli112_ 787(LC 5), 9=-787(LC 4) Max Grav2=2397(LC 18), 9=2397(LC 17) FORCES. (Ib) - Max CompJMax. Ten.. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4806/1631, 3-4=-4729/1640, 4-5=-5533/2017, 5-6=-553312018, 6-7=•5532/2018, 7-8=4729/1640, 8-9=-4806/1631 BOT CHORD 2.15-1436/4281, 14-15=-1426/4281, 13-14— 1937/5608, 12-13=-1937/5608, 11.12=-1380/4224,9-11=-1390/4224 WEBS 4-15=- 189/875, 4-14=-692/1674, 5-14=-679/515,6-12=-693/529, 7-12=-693/1673, 7-11=-189/875 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; TCDI--4.2pst; BCDL=6.0psf; h=2511; Cat. II; 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) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This buss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 2 and 787 lb uplift at joint 9. 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) 676 lb down and 223 lb up at 23-0-0, and 676 lb down and 223 lb up at 7-0-0 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 Continued on a e 2 Q WARNING - Verify detlpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 611114473 rov. 1093?015 BEFORE USE. Design valid for use only wBh Mllek® connectors. this design Is based only upon paraneters 9x>wn, and Is for an OxlMdual building component, not a truss system. Before me, the txdlcWV designer mtal verity the applicability of design pxvameters and txopedy Incorporate ink design Into the overall building design. Wdohng Indicated Is to prevent bmidtng of Individual buss web and/or chord mernbefs only Additional lemporary and permanent Nocing WOW 6 always iecitAred for stability and to piovent collapse vAlh possible personal k*,ffy and property damage. For general guidance regarding the fablkballm storage. delivery. erectlon drxi bracing of busses and inns systems seeANSUVI I OuaIIN Crlterlo, DSB-89 and IICSI Bultdhng Component 6904 Pork* East Blvd Safety Information avallabie from truss Rate Institute. 218 N. Lee Sheet, Sulte 312, Alexandria VA 22314. Tompa. FL 33610 Job T rush rues ype N T10790193 T80288 R10 Fllp Truss 1 t 43528026 J obReference (optionep CUllaele r11M.Oulce. Iampa. 'W., V.Y. rg11Ve JJJOO LOAD CASE(S) Standard 1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Veil: 1.4=54,4-7=-118(F=-64),7-10=-54,2-15=-20,11.15— 44(F=-24),9-11=-20 Concentrated Loads (Ib) Vert: 15— 475(F) 11— 475(F) ID: ktlfYZB1u?nTkwHCDrEV_JycSCy-dcHplgSljx07Go_ma0_7dPu1 mCZIXw9J3ggIzUPy, Q WARNING - verily desdyn parameters end READ NorES ON THIS AND INCLUDED MIEN REFER/1 NCEPAGE M67473 mv. 140MIS BEFORE USE Design valid for use orgy vAth Mllek9 Connectors. INs design B based only upwn parameters shown. and Is for M individual b tAdIng component nod a Inns system. Beloro tw. the IxlkWV designer musl varlfy the applicability of design parameters and properly hcorpmale It* dosign Into the overall btAding design I3oclng Indicated Is to ptevenl b tickling of Individual Innis web and/or chard members only Adc llloral lemporary and permanonl bracing WOW Is always requked for stability and to prevenl collapse wBh possible personal trlftry and properly damage. For general guidance iegadt ng the fabrkallon. storogo. delivery. erectlon and bracing of trusses and Inns systems, seoANSIMI I Quality CAledo, DSB-89 and SCSI Suliding Component 6904 Parke East Blvd Safety Information available born buss Peale Institute. 218N Lee Slreel. Su lle 312, Alexandda, VA22314. Tempe, FL 33610 Job Truss Truss Type 'City ply 710790194 TS0288 R11 Hip Truss 1 7EJ.bR rence(optional w _ .__ -n nn.e ..R-,. ,-..-.... I.. \4.w ew. Nf A•M,•f1 7a 1 Denim 1 tsull0ere F llsibource. I arnpa. ro. Vny,'"i-JJJ00..-,--.'iV:,-_._._..._.....___...__.. _. _.. r __- ID:kiItYZBI u?nTkwHCOrEV_JycBCy-dcHplgSt1x07Go_ma0_7dPu3omDCIaM8J3t1g1zUPyl r1-0-0 6.6-6 i 9-0-0 i 15-0.0 21.0-0 + 23.5.10 , 30.0-0 31.0.0 1-0.0 6-6-6 2-5.10 6-0-0 6.0-0 2-5.10 6.6-6 1-0-0 4x6 = 30 = 4x6 = Scale = 1:53.5 4 0 1z - 3x4 = 30 = 4x6 = 3x9 = 3X9 _ LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress Incr YES W B 041 BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1161/0.4-0, 8=1161/0-4-0 Max Horz 2=96(LC 16) Max Uplifl2=-241(LC 12), 8-241(LC 13) DEFL. In (loc) Well Ud Ven(LL) -0.3210-12 >999 240 Ven(TL)-0.8310-12 >427 180 Horz(TL) 0.09 8 n/a We PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.4-2 oc pudirns. BOT CHORD Rigid ceiling directly applied or 9-9.0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) 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; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp 8; 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 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 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the botlom 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 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.' Q WARNWG . Vefy dedgn perarrtehn and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AM 7473 rov. 1600"VIS BEFORE USE Design Valld la use only with Mllel& connectors. This design Is based only upon parameters shown. and Is foe an IndlvkAral building component. not a trlrss syslem. Before use, the Ixlldlnp designer must verily the o Wleabllty of design "ameters and poperly Incorporate this design Into the overall Ixllding design Bracing Indicated Is to rxevenl btrckltng of individual truss web and/a chord rnornbeis, only. Addllbnal lemMary and Peirnarent btacing WOW is always iocluked lot stability and to prevent collgxse with possible personal Input' and properly damage. For general g ldlance reporting tho lobnlcalbn. storage. dellvery. ereclbn and bolting of misses and truss systems seeANSI/IPI I Quality Cdlerlo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon avauable from lrtm Plate institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tarrpa. FL 33610 ob TTUSS TWe • • ty F' ly1 710790195 T80288 R12 JTrussHipTruss 110 743528028 Job Reference(optional) 7n 1 Dnn t DUI1ee18 F 051.7surce. I slips. .lam r.ny. r--oavv ..-.--..r.._-_._....._ T.. ID:krtlYZB1 u?nTkwHCDrEV_JycBCySorCzAHUFZzuyZz77VMAcOBgAW t USCJXIcHDkzUPyh rr -0 7-6-0 11-0.0 i 19-0-0 i 22-6-0 i 30-0-0 31-0-0 l 0.0 7 6-0 3-6-0 8-0 0 3.6.0 7 6-0 6x8 i 20 // 20 \\ 6x8 Scale = 1:53.5 3x4 30 = 4x6 = 30 = 30 -- LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(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(1L) 0.09 9 rVa We BCDL 10.0 Code FBC2014JTP12007 Matrix) Weight: 136lb FT = 20%, LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-10.4 oc puffins. 4-7: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 1.4.12 oc bracing. BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1161/0.4-0, 9=1161/0-4-0 Max Horz 2=113(LC 12) Max Uplitt2=-262(LC 12), 9=-262(LC 13) FORCES. (lb) - Max. CompJMax. 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 6-11_ 1111488, 5.13=-111/488 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.Opsi; h=25ft; Cal. If,, Exp B; Encl., GCpi=0.18, MW FRS (envelope) gable end zone and C-C Intertor(1) zone; cantilever tell 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 nonconcunent with any other live loads. 5) ' 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, with BCDL = 10.Opsf. 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 analysts 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 . Va W dedgn per4metere and READ NOTES ON THIS AND BVCLUDEO NI EK REFERANCE PAGE MD-7473 rev. JAMW 1S BEFORE USEDesignvalidlauseonlywithMllek® connectors. this deslM Is based only ur»rn parameters slxmn, and Is for an bndlvkW building component, not a liras syslam. Belore use. the bwOdng designer musl verily the apldlCabllty of design pofanetors and property hcoi orolo this cknlgn Into the overallAddlionallempofaryandpermanenlbracing WOWbuildingdesign. ®acing Indicated Is to Irevcnt bucklbV of kxrlvklual tn,ss web aid/or Chord members only It always reaplred for stability and to pfovent collapse wuh possible personal bnpey and popesly damage. Fa general gtAdance regadng the k brIcallo n. storage, detivery, erection and bracing of Inisses and inks systems soeANSVIN I Quality Criteria. DSB-89 and SCSI Building ComDanenl 6904 Parke East Blvd. Safely IMormallon ovdtabie nom (fuss Plate Institute. 218 N. lee Steel. Suite 312, Alex(middo. VA 22314. Tamps. FL 33610 Job ruse Truss Type Oty Ply 710790196 TBO288 R13 Hip Truss 1 1 029eference(optional) FJ.bR 19wldera Frrit50UICa, rampo. iron "y, ranoa sa*oo r •• ID:IulfYZB1 u?nTkwHCDrEV_Jyc8Cy-Z?OaAW UvFZhgV689hrObjgzLFawV DXYSmNMgIAzUPyg r10-0 7.6-0 13-0-0 17-0-0 + 22.6-0 30-0-0 1-0.0 100 7.6-0 1 S6-0 4-0.0 56-0 7.6-0 1-0-0 11 0 Scale = I M.5 06 = 3x6 // 3x6 \\ 4x6 = 3x4 Us •c 30 = 4x6 = 30 = LOADING (pet) 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 FBC2014lrP12007 CSI. TC 0.80 BC 0.73 WB 0.24 Matrix) DEFL. in (loc) Well Ud Vert(LL) -0.41 11.13 >876 240 Ven(Q -0.68 11-13 >522 180 Horc(TL) 0.08 9 n1a n/a PLATES GRIP MT20 244/190 Weight: 136lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. 4.7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1161/0-4.0, 9=1161/0.4.0 Max Horz2=134(LC 12) Max Upl1112=-283(LC 12), 9=-283(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) 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, 8-9=-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, 6-11=-165/636, 5.13=-164/636 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; End., 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This thus has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = 10.0psf. 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 pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNWO - Vedly doslpn pwarneren and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE N9.7473 rev 1er0MIS BEFORE USE. Design valid for use orgy wllh MllekO connectois. 91k deslM Is based only upon parameters shown. and Is fa an individual building component. not a htas system. Before trse. the twig designer must verity the (4"lC bllty of design poameters and property Incont omfO Alit design Into the overall building design. ®acing Indicated Is to prevent Iwcidlng of IndMdual truss wob aril/or chord members only. Additional temporary and permarant bracing M iTek' Is always regrOed for sblulllty and to prevent colloixe vAth pos*)Io personal "and properly damage. For general guidance regarding the fabrication storage. delivery. erection and brochng of trusses and tnrss systems. sa:ANSI/TPI I Quality Criteria, DSB-89 and SCSI Butldlnp Component 6904 Parka East Blvd Safety information available from truss Plate hnsllhlle. 218 N. Lee Street. Sate 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type N Tt0790t91 T80288 R14 Common Truss 1 1 743528030 Job Reference(ophoriiiti 1M AaM7?Dnn 1 Builders FrrpSoetce, l ampa, vmm Lay. 1,101108 asaoo ,...-.....r .-.....--...___..._-.- I0:killYZ81 u?nTkwHCDrEV_Jyc8Cy-Z7OaAW UvFZhgV689hrOblgzNNawV DVKSmNMglAzUPyg r-0 7 6 0 76-0-0 22 6-0 30-0-0 9 1-0-0 1-0-0 7.&0 7.6-0 7.6-0 7-6-0 1-0-0 Scale = 1 62.6 4x6 = IY 0 30 G Ox4 30 = 4x6 = 3x4 = LOADING (PSI) 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 FBC2014lrP12007 CSI. TC 0.66 BC 0.73 WS 0.32 Matrix) DEFL. in Vert(LL) -0.39 Verl(fL) -0.62 Horz(TL) 0.08 loc) Well Ud 8-10 >901 240 8.10 >573 180 6 n/a We PLATES GRIP MT20 244/190 Weight: 137 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc purilns. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 9.0.6 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb(size) 2=1161/0-4.0, 6=1161/0-4-0 Max Horz 2=-153(LC 13) Max Uplfft2=-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 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.Opsl; h=2511; Cat. 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 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 psi bottom chord live load nonconcurrent with any other live loads. 4) - 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. 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. yertry dodyn peremstm end READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 014I1-7473 rev, fallIMIS BEFORE USE. wtDesignvalk) for use only with Mllek® connectors. this design Is based orgy upon pxnanelers shown, and Is for an IndIvIdual Wilding corponent, not a truss syslom. Before trse, the building designer must verily the ctpplk:abllty of design prtramolers and properly Incorporato this design Into the overall building design BrockV indicated K to proven) b uclding of Individual buss web and/or chord members only. Additional temporary and permanent bracing WOW Is always rectudred for statAlly and to rxevenl collapse with possible personal Injury and property damage. For general guidance regarding the falxlcollon, storage, dallvoty. eroclIon and bracing of trusses and Inns systems. soeANSI/rPI I Quality Crltefb, DSB-89 and SCSI Building Componeru 6904 Parks East Blvd Safety information available from Muss Plate InsIIMo. 218 N lee Street. Sullo 312. Alexandria. VA 22314, Tarrps. FL 33610 rus TypeIT10790198lJobT8028BR15JTrusspedalTruce1ty117435289D31 Job Reference (Optional) 9lo1091e rrrst$aarae. rampa, mom Gay, rvma anon •.CD E V •_ •_ y-I '"'---• Os h7. ... FYX -- W -- - - _- - -!- ID.kiIlYZB1u nTkwHCDrEV JyeBCy-1ByyOsUY05ph7FILFYXgF1WWe_C_ysle lSNHdzUPyl rt-0-0i 7-041 9.4-0 11.8.0 18.8.12 i 23-0.0 1 25.6.6 i 30.0.0 170 7-0.3 2.3.13 - 7 12 4.3.4 2$$ 4.5-10 Scale a 1:55.9 4x6 11 34 = 14 ' z ' ' 302 MT20HS 5x8 _ 602 MT20HS = 700 = 30 = LOADING (psi) 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 NO Code FBC2014/TP12007 CSI. TC 0.82 BC 0.97 WB 0.76 Matrix) DEFL. in (loc) Udell Ud Vert(LL) 0.29 12-14 >999 240 Vert(TL) -0.66 12-14 >543 180 Horz(TL) 0.17 9 We rda PLATES MT20 MT20HS Weight: 168lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc pudins. 1-4: 20 SP No. 1, 5-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 5-14 2-13: 20 SP M 31 WEBS 20 SP No.3'Except* 4-14: 20 SP No.2 REACTIONS. (Ib/size) 2=188&0.4-0, 9=2660/0-4-0 Max Horc 2=-99(LC 13) Max Uplifl2=-437(LC 8), 9-737(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3521/875, 3-4=-3322/872, 4-5=-3314/860, 5-6=-6216/1715, 6.7=-6217/1715, 7-8=-5236/1421, 8.9-5356/1458 BOT CHORD 2-14=-661/3058, 13-14=-1074/4586, 12.13=-1072/4587, 11-12=-1122/4662, 9-11=-1219/4717 WEBS 6.12=-567/312,7.12=-568 1990, 7-11=-1501745,4-14=-740/2891,3-14=-256J235. 5-14=-3002/929,5-12=-522/1938 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=4.2psf; BCDL=6.Opsl; h=2511; Cal. 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 437 lb upltil at joint 2 and 737 lb uplift at joint 9. 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) 1304 lb down and 419 lb up at 18-8-12, and 513lb down and 165 lb up at 23-0-0 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 Continued on Dam 2 O WARNING - Var11y dodgn pnamatan and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE MB-7473 rev. IOMV IS BEFORE USE Design voild for use only vAth MlleM connectors. INs design is based only upon parameters srtown. and Is for at Indh4dual buldIng component, not a Was system. Before rise. Iho bx/Idblp designer must verity the a4311cablilly of design paamelers and properly Incorporate Ihb doslpn Into the overall bxBdblg design. ®acing lndlcoled Is to prevent buckling of Individual inrss web aril/or chord members only Additional temporary and permanent tAoctng MiTek' Is always regr4red for stcrb011y and to provent collatxe vAlh possible personal"orxf property damage ror general guldaice regarding the fabrication, storage, delivery, erection and bracing of misses and Inrss systems, se.-ANSI/11Pl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ova8ahle from Inns Role institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty b T10790198 TBOM R1S Special Truss 1 1 74352f1031 Job Reference tional M 1I•M1•M Wn17 Din. 9 Burklers FeIVISouiCe, Tomes. Pram cry. F IM108 J30ae.. o..,........ ID:kilfYZB1u?nTkwHCDrEV JycSCy-1ByyOsUY0sph7FjLFYXgF1WWe_C_ysk715NHdZUPyf LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-6=-54, 6.7=-125(F=-71), 7-10=-54, 2-12=-20, 11-12=-44(F=-24), 9-11=-20 Concentrated Loads (lb) Vert: 12=-1304(F) 11=-513(F) WARNWG - V day dadyn paremefora and READ NOTES ON THIS AND WCLUDED MTTEK REFERANCE PAGE MD-74i3 rev. IM302015 BEFORE USE. DeAp valki for use only vAth Mllek®conneclors. Rrls deslM Is based orgy upon paarnelers shown. arW Is for an WlNtlual building component, not wt o nuns system. Before 1so, the 1xB0ng dcesigner mist verify the oWicab111ty, of design paramrseteand ProperlyIncorporatelhisdesignintotheoverallbuildingdoslgn. Esactng Irxlkaled isto prevent btucliing of lixJWual Inin web and/ofchord mernbors only. Addilonal teml"oFy and permanenl broth{/ MiTek1 is always iegrdred for slatAlly and to Prevent collapse wllh possUe, personal Wuy and Property damage. For general guidance regadnng the IWrkalkn storage. delivery; erection curl bracing of trusses and nuw systems. soeANSVWI I Quality Crlterlo, DSB-69 and SCSI bulkiing Component 6904 Parke East Blvd. Safety Information awil le from nus Plate Institute. 216 N. Lee Street, Sulle 312, Alexandria. VA 22314. Tampa. FL 33610 Job I russ Truss Type tY T,o79o,9e T80288 R16 Common Truss 1 1 lobJ43528032Reference tronal tlun0ers rostsomce, iampo. rronr troy, rrwma a DD ... .,..._ _-._ .....-_ ...___...__. -.._. _.-....---- - ID.kiIlYZB1 u?nTkwHCDrEV_JycBCy-VN W KbBVAnAxYIPIYpG23oF2m ENaggOClEhrxg3zUPye 1-0-0 7-0.2 9.4-0 11.7-14 18-0-0 1.0.0 7-0.2 2.3.14 2.3.14 7-0.2 Scale = 1.33.8 4x6 = 3x4 = axa - Sx8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Ven(LL) -0.15 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Verl(TL) -0.41 6.7 >542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(fL) 0.03 6 We We BCDL 10.0 Code FBC2014r rP12007 Matrix) Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 6=680/Mechanical, 2=747/0-4-0 Max Horz2=107(LC 12) Max Uplih6=-164(LC 13), 2=-199(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1069/240, 3.4= 860/216, 4.5-863/221, 5.6=-1060/247 BOT CHORD 2-7= 214/884, 6-7- 139/895 WEBS 4-7=-214l778,5.7=-338/263, 3.7=-320/254 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=4.2ps1; BCDL=6.Ops1; h=25ft; Cat. II; 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 & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 6 and 199 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING- Vertry dadpn paramorms and READ NOTES ON THIS AND INCLUDED NiTEK REFERANCE GAGE M1117473 rev. IOMWIS BEFORE USE Design valld for use only with WlekO connectors ibis design Is based orgy upon paranelers shown. and Is for an Incilvldual Wilding component. not o Dtus system. Before use. the L*Nding designer roust verify The appllCablify of design paameters and properly Incorporate this design Into the over,) only. Addlbrxi lemporay and permanent bracing MiTek' btadt ng design. bactrrg Indicated Is to prevent budding of Individual truss web and/or chord members Is always regtdred for slablllly and to prevent collapse wllh possI1Ae personal Injury and property damage. ror general guidance roga,ng the Iabrkollm storage, delivery, erection and bracing of Intsses and tnrss systems soeANSI/1PI I Quality Criteria, DS11-89 and SCSI Building Component 6904 Pmke East BNd safety Informanon ovallable Dom truss Plate institute, 218 N. lee Street. Su lle 312. Nexan fft VA 22314. Tarrps. FL 33610 Job Truss Truss Type N ply T10790200 780288 R17 Hip Truss 110 11 1743520033JobReference(optional) b1uU0ers rnslbource, ianps, ream terry, nonDD aaaoo ..r.._ ..... _.. ..._ _. _.. r _ _ ID:kilfYZB1u9nTkwHCDrEV_JycBCy-VNWKbBVAnAxY1PIYpG23oF2mENaggOClEhncj zUPye 7-0.2 9-0-0 "-O 11-7.14 1"_0 go 7-0.2 1.11.14 0." 1.11.14 7-0.2 Scale = 1:34.1 5x8 = la 30 = "+ - Sx8 = LOADING(pst) 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 FBC2014lrP12007 CSI. TC 0.51 BC 0.87 WB 0.30 Matrix) DEFL. In Vert(LL) -0.15 Ven(R) -0.41 Horz(TL) 0.03 loc) Well Ud 6-7 >999 240 6-7 >542 180 6 rVa n1a PLATES GRIP MT20 244/190 Weight: 79 lb FT = 209u LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc puffins. SOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib/size) 6=680/Mechanical, 2=747/0.4.0 Max Harz 2=107(LC 12) Max Uplift6=-164(LC 13), 2=-199(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1069/240, 3.4= 860/216, 4-5=-863/221, 5-6=-1060/247 BOT CHORD 2-7= 214/884, 6-7=-139/895 WEBS 4-7=-214/778, 5-7=-338/263, 3.7_ 320/254 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; Cat. 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 & 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 20.0pst on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-" 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 164 lb uplift at joint 6 and 199 lb uplift at joint 2. 7)'Semi-rigid pitchbreaks with fixed heels' Member end lixity 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.' WARNING . Verily dedtin jawarnatsm and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE 01007473 ray. IGTIR015 BEFORE USE Design valkl for use Orly vAm MlleM connec"s IIYs deslgl Is lased only urrm prDametors shown, and Is lot an M10d tad IxAdhng component, nor a truss system. Before use. the building designer must verily Iho appllcahllN of design "amelers and poperiy incorporate this design Into tho overall NAding design Bracing indicated Is to prevent bticklhng of IndNkltial huss web and/or chord membeis only Additional leinporary and permanent bracing WOW K always ieclubod rot slablllty and to rrevenl collarre wilh possible personal Injury and property damage. For general guidance tegardlng the fabricatkxL storage. delivory, erection and bracing of misses and In=systems seeANSI/IPII Cual ly Crilarlo, OSS-89 and 8CSl Building Component 6904 Parke East Blvd. Safety Information available from truss Rate linsiltule. 218 N. lee Sheer. Suite, 312. Alexandria. VA 22314. Terrps. FL 33610 Job Truss Truss Type oty ply T10790201 T80288 Ale Hip Truss 1 1 743528034 Job Reference (optional) Berldera Frre15ourCe. IOMPO, cram "y. Fronon 3.. oo . ,.-,....r •. • ^^• wl •••-- •••• .. -...+. __ ._ __.__ -_.. . __ - ID:kiIIYZB 1 u?nTkwHCDrE V_JyeBCy-za4ioXWoYU3PMZ1kMzZIKSbtXnwsPwYuSLaUMVzUPyd 1 0-0 7-" 11.8-0 18.8-0 1-0-0 7-" 4.8-0 7-" Scale = 1:33.0 4x6 = 4x6 = 30 = 5x8 = ox. - LOADING (psl) TCLL 20.0 TCDL 70 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 0.73 BC 0.88 WB 0.10 Matrix) DEFL. in Vert(LL) -0.15 Ven(TL) -0.42 Horz(rL) 0.03 loc) I/dell Ud 5.6 >999 240 5-6 >526 180 5 n/a We PLATES GRIP MT20 244/190 Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb(size) 5=680/Mechanical, 2=747/0-4-0 Max Horz 2=85(LC 16) Max Uplift5=-144(LC 13), 2- 179(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1044/237, 3.4_ 938/224, 4.5_ 1048/238 BOT CHORD 2-6=-132/852, 5-6= 135/861 WEBS 3-6=0/258, 4-6=0/250 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Interior(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 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 20.0psf 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 144 lb uplift at Joint 5 and 179 lb uplift at joint 2. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING. Verity doslgn perarrWery and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO.7473 rev. 160=015 BEFORE USE Design valid fa use only wllh Mi1ekO connectors rh s design Is based only upon "ornefers shown. and Is rot an Individual twlding component. not a I nss system. Befae use. Iho bun dIrV designer mml verify the applicability of design parameters a cl rAopeily Incorporate this doslgn Into the overall building dostgn. ®acing Indicated Is to prevent buckling of Individual Iruss web and/or chord members only. Additional lemlerary and permanent bracing MiTek' 6 always negrbed for Mot -Ally and to prevent collapse wnh possible personal Inkuy and properly damage. For general guidance negating the labilcallm stotago. delivery, erection canct trocing of Irusses and Inns system& ser-ANSVIPl1 Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely IMormallon Ovdlable from truss Wale InstlMe. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tempa. FL 3%10 Job TrUSS Truss Type , fy T10790202 780288 R19 Hip Truss 7 t 743528035 Job Reference tional Bolden F e145ource, lorapa, i•rom any, rgnoo &uoo-•^r• ••.....^...--... .....+. -- "--'----.. __ . I D:kilfYZB 1 u?nTkwHCDrEV_JyceCy-za4ioX W oYU3PMZtkMzZIKSbr5nxpPviuSLaUMVzUPyd 1-0.0 5-0.0 13.8-0 18.8-0 1-0-0 5-0-0 8-0-0 5.0.0 4x6 = 4x6 = Scale = 1:33.5 30 i Sx8 = jxn r LOADING (psi) 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 FBC20141TPI2007 CSI. TC 0.89 BC 0.82 WB 0.15 Matrix) DEFL. in Vert(LL) -0.14 Ven(TL) -0.37 Horz(TL) 0.04 loc) Well Ud 5.6 >999 240 5-6 >600 180 5 n/a rUa PLATES GRIP MT20 244/190 Weight: 74 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 3.4: 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 5=676/0-4-0, 2=743fO-4-0 Max Horz 2=66(LC 12) Max Uplift5=-123(LC 8), 2=-155(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1126/303, 3.4=-1150/207, 4.5=-1130/304 BOT CHORD 2-6=-262/970, 5.6=-227/976 WEBS 3-6=0/401,4-6=0/400 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; 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.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 5 and 155 lb uplift at joint 2. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO. VOW design paamofors and READ NOTES ON TMS AND INCLUDED WTEK REFERANCE PAGE W7473 rev. 1116MIS BEFORE USE Design valid for use only with Mllek®conneclors. this design is dosed only upon paometers sfw vix ax1 Is fa onindividual buld4tg component. not a Suss k9 sys,em. Befote use, the building designer must verity tho applicabllty par ofdesignameters and propoily, Incorporate th6 deslan Into Iho over., L4Ading design. Bracing Irxxcated Is to provonl buckling of Irx9vldtal truss web temporary and/or chord members ordy. Additional temrary and permanent bracing M iTek' is always reWled for stalAlty, and to prevent collapse vAth Iosse>je personal 6yrry and properly damage. For general guldanco regarding the fabrication, storage, delivery, proellon and bracing of IRMOs and inns systems. seeANS1/71`1 I Qualify Crlterb, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information aval,able from (russ Plate Institute, 218 N. Lee Street. Sulte 312, Alexandria. VA 22314 Tanpo, FL 33610 Job Truss Truss Type ty Tt0790203 TOWS$ R20 Hip Truss 1 t 743525036 Job Reference lional Budder* Fit61SOWce, comps. plant Gay, YlOrraa 335aa ^Vv ,• •••• ^•• - •- -_ _• -_ ID:kdfYZB,u7nTkwHCDrEV JyceCy-Rme501XOJn8G_jRwwg4X1gelFBLXeHf2h9K2uxzUpyc 1-0-0 3-0-0 9.4-0 15.8-0 t8.8-0 19.8-0 . t•0-0 3-0-0 6.4-0 6.4.0 3.0-0 1-0-0 Sx6 = 600F12 2x4 II 5x6 = Scale = 1:34 5 coa n 6 2 171, ' I 10 9 a 30 = 2x4 II 302 MT20HS = 3x4 = 20 II 3x4 = LOADING(psl) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.16 10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(R) -0.34 10-11 >647 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) 0.05 6 We rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 85lb FT = 20%6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9.2.1 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/slze) 2=883/0-4-0, 6=883/0-4-0 Max Horz 2=38(LC 8) Max Uplift2=-246(LC 5), 6=-246(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1602/463, 3.4-2572/852, 4-5=-2572/852, 5-6=-1602/463 BOT CHORD 2-11=-397/1382, 10-11-402/1365, 9-10-384/1365, 8-9-384/1365, 6-8=-379/1382 WEBS 3-11_-W261, 3.10=-467/1277, 4-10=-444/317, 5-10=-467/1277, 5-8=0/261 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=4.2psf; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsl 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 246 lb uplift at joint 2 and 246 lb uplift at joint 6. 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) 79 lb down and 26 lb up at 15.8.0, and 79 lb down and 26 lb up at 3-0-0 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) of 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 Unilonn Loads (pill Vert: 1-3=-54, 3-5=-64(F=-10), 5-7=-54, 2-11— 20, 8-11=-24(F=-4), 6-8=-20 Concentrated Loads (lb) Vert: 11=-56(F) 8=-56(F) Q WARNING - Vodiy dedpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rov. 16,113101S BEFORE USE Deskin valld lot use only with N9teM connectors. P* design Is based only upon Iriameters shown. and Is for an Indlvldual building component, not a If%= system. Before kw, the bx/Nino desigttet must verily the applicability of design paramelers and properly Incofporato this doslgn Into the overall buildingdesign. Bfachg Indicoled Is to prevent brcMing of Individual Ifuss web and/of chord members only. Acklilonal lemporary and petmanenl Nacing WOW Is always recµifed lot stability and to prevent collapse with possible personal frVfay and property damage. For genetal gtklance tegadng the fabticatlon, slotago. delivery. erection and bracing of Inasses and Inns systems. sec-ANSI/TPI l Quality Cdlwks, DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N. lee Sfroet. Suite 312. AlexorKlrtc. VA 22314. Tonga. FL 33610 Job russ Truss Type Oy ply 710790204 TBO288 R21 Hall Hip 1 t 743528037 Job Reference (optional) ID:krIIYZB 1 u?nTkwHCDrEV_JycOCy-vyCT DDX235J7c106UOcmOtgKkblNtn-dBwl3bOOzUPyb 1-0.12 5.8•e 10.11.4 11 a0.2 1.0.12 5 e•8 + 5.2.12 0-0=14 30 = 20 11 30 = LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Veri(LL) 0.02 2-6 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ven(TL) 0.06 2.6 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(TL) 0.01 5 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=386/Mechanical, 2=469/0-7-4 Max Horz 2=261(LC 12) Max Uplilt5=-186(LC 12), 2=-105(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-539/38 BOT CHORD 2-6=-206/42015-6=-206/420 WEBS 3.5=-473/232 Scale = 132.7 PLATES GRIP MT20 244/190 Weight: 57lb Fr = 20% Structural wood sheathing directly applied or 6.0.0 oc puffins, except end venlcals. 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=4.2ps1; BCDL=6.0psf; 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 for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed 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 girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 5 and 105lb 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 • Verily dedpn pa wriaters and READ NOTES ON THIS AND INCLUDED UI EK REFERANCE PAGE NO.7473 rev. 111,03 IS BEFORE USE Design valkt for use only with Mllek® connectors. hits design Is based only upon rxxomelers shown. and Is la an Individual txdding component. not a fits system. Wore use. the IxAkbV deslgllet must vetify the ap plicalAlry of design parameters and properly Elcorpoiate this design into the overall txsding design. Bracing Indicated Is to prevent budding of Individual Inns web and/or chord members only. Additional temporary and peimanenl bracing MiTek' b always requited for stalAlly and to prevent collapse wllh possible personal Injury and properly damage. For goneiai guidance regaiding the fatrk: ation. stoiago. delivery. erectlon and bacing of Misses and truss systems soeANSI/TP111 Quality Cdteda, DSO-89 and SCSI Butiding Component 6904 Parka Eat Blvd. Safety Information ovallame from Arum Plate bnstituie. 218 N. lee Steel. Suite 312. Nexandda, VA 22314. Tampa. FL 33610 Job russ Truss TWe r ty T10790205 TB0288 R22 HallHIp 1 1 Job Reference (optional) Job Refer BurlCBrs F na150VI0e, I arnpa, riant cny. mmrwa JS*oo...,rEV_,...-__._....._.....___...__...._...._-mOt__ OID:kdIYZB1 u7nTkwHCDrEV_JycBCy-vyCTODX235J7c106UOcmOtgKbbmBtgXBnM3bOOzUPyb 1012 1 5.8-3 8.11.4 _ 10•B•10 1i-012 1-012 5.8-31.9 438 30 = 20 11 Scale = 1:29.7 3x4 = r 3x4 = 2x4 11 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) WefI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 VeA(LL) 0.02 2 7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ven(TL) 0.05 2-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(rL) 0.00 6 We Na BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=172/Mechanical, 2=263/0.7.4, 7=420/0-11.5 Max Harz2=219(LC 12) Max Uplift6=-66(LC 9), 2=-54(LC 12), 7_ 138(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3.7=-290/201 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- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=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 tell 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 nonconcunent 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 6, 54 lb uplift at joint 2 and 138 lb uplift at joint 7. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO. Vwfjy dedgn paramoter4 and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M11•7473 rev. 1=2015 BEFORE USE Design varld la use only with Mllek® canneetors. this design Is based only upon mameters shown, and Is la an 6xlMclud tAddhg component not a buss system. Before use, the building designer musl verity the applkabllty of design Mamelers and properly I ncorporolo this design Into the over, r Went bracingIrce MiTek mays t%red la stan. bility to peatedIstorvenlcolnllxcpsew-lth fpoaBble personalweb hn ry and property damage. For general guidance dIng Ic"Icollon, storage, delivery, erocllon and bracing vl inrses and inrss systems, secANSI/FPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information ovallable man lnus Plate Inslifute, 218 N. tee Sheet. Salle 312. Alexandllo. VA 22314. Tompo. FL 33610 Job T rush TFIUSS Type , 1 y T107B0206 TB0288 R23 Heft Hip Girder 1 1 743528038 Job Reference tionel aelkdeie FifirlboarCS. I OnIP0, rrom Uny. Yloirao 3,Abo , — s ^r, , • &V ,o ^,,,.^ " .. ; tea• ,•... w ID:kitfYZB1 u?nTkwHCDrEV_Jyc8Cy-OgmrRZYggPR_E 1 bJ257)y5DRr72HcHOLBJpBzgzUPya 1 0 12 6.11.4 i 11.0.2 1 2 6.11-4 4-0.14 4x6 = 30 = Scale. 1/2'=1' 30 = ox. — — LOADING (psi) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.54 TCDL 7.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 ' Rep Stress Incr NO W B 0.12 BCDL 10.0 Code FBC2014ITP12007 Matrix) DEFL. in (loc) Well Ud PLATES GRIP Ven(LL) 0.06 2-6 >999 240 MT20 244/190 Vert(I.) -0.15 2.6 >540 180 Horz(TL) -0.00 6 n/a We Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No-2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=95/0-7.7, 2=309/0-7-4, 6=1148/0-11-5 Max Horz2=174(LC 8) Max Upli115=-62(LC 4), 2=-93(LC 8), 6=-453(LC 8) FORCES. (lb) - Max. CompJMax. Ten. • All forces 250 (lb) or less except when shown. WEBS 3-6=-4031285 Structural wood sheathing directly applied or 6.0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6 Opal; 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 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent wish any other live loads. 4) ' 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 fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 5, 93 lb uplift at joint 2 and 453 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 135 lb up at 6-11-4 on top chord, and 586lb down and 262 lb up at 6-11-4 on bottom chord. The destgn/seleclion 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, 3.4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-11O(F) 6=-586(F) Q WARNING - Veully deeim pwwwrers and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MB-7473 rev. IMMI S BEFORE USE Design valid for use only with Mllerk® con nectois. thls design Is Ixised only upon parameters stawn. and Is for an Individual building component, not a eras systrum. Before use. the Ixikllng designer must verify the aWicc Ity of design Ixaamelors arxl Ixorxiriy Incorporate Ihls design Into the overall buadmg design. ®acing In dIcalod Is to prevent lxtckllng of IndNkhal truss web and/on chord members only Additional lempoiary and peunanonl bracing WOW Is always required for stab011y and to txeveni collapse with rwssble personal khry and Ixoperly damage. roi general guidance regarding ftno laUlcollon, storage. delivery, eroclion and bracing of trusses and truss syslorns, seoAN51/iPl I Cual y Criteria. DSB-89 and BC$1 Building Component 6904 Parke East Blvd. Safey Information ovaltable from truss Rote Institute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tempe. FL 33610 Job Truss Truss Type City ply T10790207 TBp299 RF01 FLAT TRUSS 1 2 74352Refe0904 Job rence (optional) owimre Fusf5ource, Lampe. nem t Ry. F Vf.w JJ]00 ..-.-w••_•.••.•_.•..-__....-.._...._.. __ ID:bIfYZBlu?nTkwHCDrEV_JycaCy09mrRZYggPR_E1fa1257?y5DM4??mc51LBJpBZgZUPya 3.2-0 3.10.14 4.7-12 7.9.12 3.2.0 O E•14 0-8.14 3.2-0 0112 = 4x12 = 2x4 II 2x4 fl 2 3 g 10 4 Li Li ED LIJ 11 7 6 12 7x10 = 700 = 4x6 = 06 = Scale = 1:15 3 LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.84 BC 0.61 WB 0.88 Matrix) DEFL. in Vert(LL) 0.08 Vert(fL) -0.16 Hot2(TL) 0.01 loc) Well Ud 7 >999 240 7 >549 180 5 n/a n1a PLATES GRIP MT20 244/190 Weight: 88 lb FT = 20%6 LUMBER- BRACING - TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-1.0 oc purilns, except BOT CHORD 2x6 SP M 26 end verticals. WEBS 20 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2.7,3-6: 20 SP No.3, 1-7,4.6: 20 SP No.1 REACTIONS. (lb(size) 8=5691/0-5.8, 5=4817/0.5-0 Max Uplilt8=-1637(LC 4), 5=-1098(LC 4) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1.8=-3894/1074, 1-2=-8931/2392, 2-3=-8931/2392, 3-9=-8931/2392, 9.10=-8931/2392, 4-10-8931/2392, 4-5= 4146(971 BOT CHORD 8.11=-171/546, 7-11— 171/546, 6-7=-2392/8931, 6.12=-66/409, 5-12=-66/409 WEBS 2-7=-1719/536, 1-7— 2416/9120, 3.6— 1701/218, 4-6=-2529/9269 NOTES- (11) 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-7.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.3.0 oc. Webs connected as follows: 20 - 2 rows staggered at 0-2-0 oc, Except member 7-1 20 - 1 row at 0-9-0 oc, member 3.6 20 - 1 row at 0-9-0 oc, member 6-4 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.Opsh h=15fl; Cat. II; Exp B; Encl., GCpf=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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. 7) Bearing at joint(s) 8, 5 considers parallel to grain value using ANSVTPI 1 angle to grain lormula. Building designer should verity capacity of bearing suriace. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1637 lb uplift at joint 8 and 1098 lb uplift at joint 5. 9)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 10) Hanger(s) or other connection devices) shall be provided sufficient to supporl concentrated load(s) 2248 lb down and 722 lb up at 3-2-0, and 956 lb down and 307 lb up at 5-2-0, and 134 lb down and 43 lb up at 7-2-0 on top chord, and 592 lb down and 190 lb up at 1-3-4, and 2011 lb down and 646 lb up at 3-2-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others 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.' gg WJ%&1gindard Q WARNING- Verily design pammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 mv. 101173R015 BEFORE USE Design varld lot use only with Mllek® conneclors. 11ds design Is based only upon parameters shown. and Is rot an Individual building cornponenl. nol a etrs system. Before use, the blkfing designer mml verily the appilcablly, aofdesignpameters and property Incorpoiale Ihis design Into the overall building design ®acing thdicatod Is to prevent budding of Individual (russ web and/or chard members orgy. Additional tornporary and pennaanl bracing Welk' is always teci lied for stability and to prevent collapse wllh possible personal InAay and property damage. For general guidance regarding the fabrication. storage. delivory, erection and bracing of misers and Irus systems. swANSUTPI I Cually Criteria. DS11-E9 and SCSI Building Component 6904 Parks East Blvd. SW9y Informallat avallaMe from Truss Plate Inslltule. 218 N. Leo Sfroet. State 312. Alexandria. VA 22314 Tonpo. FL 33610 Job Tfun Trws Too ty Ply T10790207 TBO288 RF01 FLAT TRUSS 1 2 F,='Refele... ional fwtroerernsaource.Iampe, nii.wy.rotxmif aoo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-54, 2.4=-162, 8-12=-525(F=-505), 5-12=-20 Concentrated Loads (lb) Vert: 2= 2248 7— 2011(F) 9= 956 10=-134 11=-592(F) ID:IoIIYZBl u?nTkwHCDrEV_Jyc8Cy09mrRZYggPR_E 1 b1257?y5DM44?mc51 LBJpBzgzUPya Q WARNING - VM)y dWgn perametem find READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MI1-7473 rev. 100MIS BEFORE USE Design valid for use only with Mllek® connectors. Bit. design is based only ulon poametcn shown. and Is lot an IndIvkklal "ding component, not a truss system. Befofe use. the Wilding designer mtnl vodly the aptAlcabllly, of design t diameters and properly lncorpotote this design Into the overall bttOding design. Bracing IndIcalod Is to pfevent L4sclding of Individual Inns web and/of chord members only. Addblbonal temporary and permanent bacLlg M iTek' Is always fequired tot stalAlly and to rNeveni collo ne with possible personal trdttny and poperty damage. For gen etal gukiance regarding the tabrksallon, slorage. delivery. esoctlon and brocIng of Inrses and inrds systems. soeANSI/Wl I Quality Criteria, DSB-89 and SCSI Building Component 6904 Porke East Blvd Safety Information avallc"e kom Lugs Rate trnllMe. 218 N. lee Street, SUIe 312. Alexo ddo. VA 22314. Taupe, FL 33610 Job Truss Truss Type , y ply 710790208 T80288 Vol Valley Truss 1 t 1EJbR.1.Fence o tional L... A... 119 9M7 Dnn.1 trUrrOers F asibource. I anpe. 'W. t.ay. rrvrwa avoo ••^CDiE ----"--evZl--rrA -- - ID:kIIIYZBtu7nTkwHCDrEV JyeBCy-sLKDevZIblZrrAAVbpeEVlminOTaL13UNzYiVGzUPyZ 2x4 2-" 2-" 2-0-0 Scale = 1:7.9 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) UdefI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.01 3 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.13 Vert(rL) 0.01 3 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 5 lb FT = 2M. LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=50/1-10.8, 2=50/Mechanical Max Horz 1=30(LC 12) Max Upliitt=-9(LC 12), 2— 24(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc purlins. BOT CHORD Rlgld 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 , 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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) 01 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, Vaery dedgn perarmtam and READ NOTES ON TMS AND INCLUDED MIrEK REFERANCE PAGE MI1-7477 rev. 14103/1015 6EFORE USE. Dc-lgn valid ter use only vAm Mllek® connectors. Ms design Is based only upon paamelors shown. and Is la an Individual building component. not a nuns system. Bolero use, the bxdk1Ing designer musl vedN Ilse oWicabliry, of design Ixsramelors and properly Incorporate this design Into the overallAddlllonalIemporaryandrxsrrnanonibrocing MiTek' btddbV design Bracing Indicated Is to prevent bucldi ng of Indlvkltxll insss web and/or chord members only. is always iegtlred for sidAlly and to rxevenl collapse with rxxi&4o personal bN+Y and pnoMrly damage. Fos general guidance iegardlrV the labrkolbn storage. delivery, erection and bracing of trusses and Inns systems. soeANS1/IM 1 Quality criteria, DSB-89 and BCSI Building Component East Blvd, 6904 Park*East Safety Information available from truss Rate Inslllule. 218 N. lee Street. Sulle 312, Alexandria. VA 2231433610Tempo. Job I russ Truss Type Oty N T t078020e TB0288 V02 Valley Truss t 1 743528042 Job Reference o tional Builders Fustsource. rorrpo. vram city, rrotwo U:taee ID:kdfYZBtu?nTkwHCDrEV_Jyc8Cy-sLKDevZlbiZrrAAVbpeEVlmjlOTLLUUNzYiVGzUPyZ 4." 2.11.1 1-0-15 20 , 20 It LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) 0.00 3 Nr 120 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Veri( I-) 0.00 2 Nr 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 HoR(fL) 0.00 Na Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 20 SP No.3 REACTIONS. (lb/size) 1=66/3.11-8, 5=184/3.11.8 Max Horz 1=71(LC 12) Max Upllft5=-76(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale = 1: t 3 0 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0.0 oc purtins. 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=4.2pst; BCDL=6.Opsf; h=251t; 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 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 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.' WARNING- Verify design panmoters and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE MA7473 rev. 1=32015 BEFORE USE Deslg n vdkd for use orgy with MllekO conneclofs. "design, Is Ixued orgy upon paometers stnown. and Is for an individual building component. not a itm syMenn. Before trso. the building desictmu must verity the cliVicalAlty, of design parameters and lxopeily incapaale this design Into the over,, btgdbV design. 9achg indicated Is to proven) Ixtclding of Individual Intl web and/ot chord members only. Add,llonal lemporary and permanent tracing MiTek' Is always tecgdred for stability and to prevenl collapse wllh poz"e personal "and rxoperly damage For general guidance regarding the fabrication, sloresgo, dolNery, enaction and bracing of trusses and truss systems. seeAN51/IPI I Quality Cdlerto, OSB-89 and BC$1 Building Component 6BfH Perks East BNd. Safety Information avdlablo from truss Bale Institute. 218 N Lee Street. Sulte 312. Alexandria. VA 22314. Tampa. FL 33610 Truss Truss Type ' ry T10790210lJobT80288V03VolleyTrusstt1-1411113 Job Reference tional u r, r..d.....:. r.... •w... e... na /n On 1 n Vnn Pnnn 1 Builders FuSI50111Ce. Tempo. vier" "y. FlDtraa 3:Aea ••• •- iL' ";ii& r-r- -- - '' - - ID:krItYZB 1 u7nTkwHCDrEV_JycBCy-aLKDevZlbrZrrAAVbpeEVlmht OPXLIAUNzYIVGzUPyZ 4-11.0 I 6.0.0 r 4.11.0 1-1.0 Scale = 1.18 0 5 4 20 20 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 3 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.32 Verl(TL) 0.01 3 Pit"90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 HOrz(TL) 0.00 n1a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 21 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.3 WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=147/5-11-8, 5=247/5.11-8 Max Horz 1=115(LC 12) Max Upliftl=-12(LC 12), 5=-107(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC purilnS. 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=6.0psf; h=25ft; 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 MW FRS 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.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 12 lb uplift at joint 1 and 107 lb uplift at joint 5. 6)'Semi-rigid pitchbreeks 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.' WARNING - vedy design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 rev. W03,2015 BEFORE USE. Design valld for use only wllh Klek®conrlectas. Ills design is based only upon paamelen shown, and Is rot an hdMducd txrlding component. not a Gus system. Before use. the txlldlng designer mtni vedly the aptAlcobllly, of design tnrameten and property 101401%)MIC it* design Into the overallAddillonaltemporaryandpermanentbracing WOWbtAdingdesign. Bracing Indicated Is to Ixevent budding of Individual tiffs web and/or chord members only. IS always rectulied for stability and to pievent collapse with IosBsle personal hWy and ixoperly damage. For general gtldatce legardng the latxIcatbn staage, delivery. erection and bracing of busses a rwo truss systems, soeANSI/IPl l CuaOty Criteria. DSB-89 and BCSI SulWing Component 6904 Parke East Blvd. Tempe. FL 33610 Solah intommllon available 0oin truss Plate Institute, 218 N. Lee Street. Stlte 312. Alexandria. VA 22314. Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions ore in H-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-rhd' For 4 x 2 orientation, locate plates 0-'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. rY O 2 U a- O Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 8 7 6 5 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 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm W1 0 MiTek 0 MIek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is aWoys required. See BCSI. 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 broced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested porties. 5..Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and wone at joint locotlons are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitobly protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted moisture content of lumber sholl not exceed 19%at time of fobricotion. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber Is o non-structural consideration and is the responsibility of truss fabricator. General practice Is to comber for dead load deflection. 11. Plate type, sae, orientation and location dimensions Indicated ore minimum plating requirements. 12. Lumber used shall be of the species and sae, and In all respects, equal to or better thon that specified. 13. Top chords must be sheathed or purllns provided of spacing Indicated on design. 14. Bottom chords require lateral bracing of 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 out or otter truss member or plate without prior approval of on engineer. 17. Instoll and load vertically unless indicated otherwise. Ia. use of green or treated lumber may pose unacceptable environmentol, health or performonce 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 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 1 9 4 5 Project Location Address Ll-10 o C roves. Ca A.A, As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.06 Sectional Arnarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung 53 1/8"X72 Non -Impact FL17676.9,2,16 Horizontal Slider Casement Double Hun Fixed MI Windows PVCPW 52 %: x 76 FL18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL18504.2 Wind Breaker Dual Action Other June 2014 rT Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-RS Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Roofing Shingles FL16305-R4Atlas Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinciles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 rA Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-115 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 O'b" Applicant's Name Please Print) June 2014 fiRll W fE[t W fgtn4VI1071PufofB60E WALS WWIa>< rant Fm— ttc 4 s4 r4hre 1 614 fL, 13 33 2., D Lea dl 1'i1F•'K Ia1f7.fOlriC Pl0.S8KOl o eYPIDf waft ralau f•saIa41 •'•0' ran lueb T• a."omrsao Irl"" SxRr 1 9mmIIoo1 ATTIC ACCESS DETAIL d••• vr. ra MASTER SUnE s I i1: _r• FAMILY ROOM V-4• Mr Q.0 I4'-••.16•-o- Y-4• nA7 aLG W/ an corms Rao 4Lfr6t1`7. tt"CD K= avalw$moa "offo PFI F=.snTamollffu 01 o f m TN• m NAM aae l 1r4T4E f06I sw rlr--1 k" Iran. - Td JLe? J SRM1tS 0.G UfbIYTBtlla7t CIA fO 3 i v •. ays cnIIIt a vwo T•I' f•CbfM- /WRr&dr m / / goa 4.01. 1— lenfs A// gym 10w• / OININ6 ROOM r- O Fur aLG NAZI Wu allsRsrt1W lrp NtE o'N E00' Eb06 Gil a• 17N i-------- atf4lto // • e I 2 WCHEN Y- 4• MT QG fill I_ wsm urt wrimn 1 ENTRY ruwanae uL 1 V-4• PLC Nr. 4aweYLs leue•nya r----i sn> r - ulcrasa MI Mmt GAR p YfO`IFf. AGE IOn 20•-o•.2'-d TP 9'-4• FILLLLI. MT. 4FS lNlQ6Ltat[ 0a7RNaPEIIfQi, 1 11--------- 1 1 I 1 I I a IoulosaTw I I falnsvnool 1 I wNoroays I I I I sefeaxs rtoaat - - -i- ` Ia. Vf•• 4• FMIIOE1E/ lfr0 e9R 4fPw C10fE6 a' rae TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS r 9f 10 I SY I 3r 1 5r WINDOW CALL -OUTS C7,• 16• 234 H 1159 1191 3159 w 0 5N Ill 31611 216" )) 6H g3 5r N94 WNW 1194 N64 6)' 651 V13669 75so 356R a- S 16 6R two * 5F1 SL 511 16 w GCVEFUTFUl9ONQr" WA FMALL T6VM, ILA =SES AM P6ULLAWN MAY YART PER KW4C RE 9FFCEI;,fPM Z REFS TO FLOORRASFORMEOFWIMP USEDF6f1GLE*&SKCOM- C r ,ORFD® GLA56• FG1 o n O • a.• eee 17osll]1 a.e 11L aw Lot S" m N- S}17 4[N71P m I ` lI uj O 0 ce Z co 0 1-4 o cl// LL H 0 00 W q 0 N HATCHINGLOGEND MAEWU ® O SPAN FLOOR 11515F. UPPER FLOOR 6326F. TOTAL LIVM- IW'3&. L-19M GARAGE 4516F. ENTRY 146F. eq[ TOTAL 6Q FT. 2514 SF. MAIN FLOOR PLAN NOTES 12E. Sulu w'. r••' GARAGE RIGHT Wzr»o 1s; ILI, N p o" G G SE Hai? w Florida Building Code Online e Page 1 of 26vAcProfessional Regulation FW& Depgr Id BCIS Mona I Lop In I User Registration i No Topws Submit Surcharge I Stats & Fa0.9Pubika ions FSC Stall BCIS SP.e Map links Search Busines , ProfessiM 11 ProductUserApproval USER: publk User Regulation product Anotavat Menu > Pioduct im Application Search > AaahotMn Lis. > Application DOW FL rf FL14239-R3 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 benmeng8@yahoo. 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 P; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida Ucense PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE L-? i 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 F 14239 R3 Eau:v Kgulv.odf, https:// www.floridabtlilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sunlrrlary of Products Method 1 Option D 04/23/2015 04/30/2015 05/06/2015 06/23/2015 FL A Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R3 11 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 FLt4239 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. I .-I QMtad jh : • 1940 11enh Monm %heel. Taaahassee FL• 1Ltoe Phone, 8S0.487-1D24 The State of Florida b an M/EEO employer. QemrloM 2007.2011 State of Fledda.:: :: AccessrMy ttai :: Refund statement Under Florida 4w, email addresses are public records. ff you do not want your e-mall address released In response to a public -records muesl, do not send electronic mall to this entity. Irlsteed, couct the office Sty phone or(by lraddlonal mad. It you hove any Questions, ~ muct 850.487.1395. •Pursoanl to Sotlbe 455.275111. Florida Statutes,'epoawe October, 1, 2012, licensees IkeMsed under chapter 45S. FS. must provide the Department with an ernad address If they have one. The emWs provided may be used for oflkW oarrorWNcellon with the licensee. Ibwever emab addresses are pubic record. U you do not wish to supply a personal address, fll0ase Provide the Department with en errle"d addrrs5 which can De made aveaade b [fie public. To Oetvmina If you are a licensee under ChaPtrtr 4$S. P.S.. please dice be1L Product Approval Accepts: a®®® 14` l'YI'1lt:V li/ NIIY NOW https:// www. floridabuild i ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 v BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 75tm MIN. WEIGHT, MECHANICALUNIT PER SEPARATE CERTIFICATION, TFP. t CE•NTER OF GRAVrry . ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE I ' SEE DESIGN MECHANICAL UNIT. W I . `• tCEN1ER OF SCHEDULE FOR MECHANICAL UNIT MUST BE '/ NAX)MUM $VRFACE SQUARE OR RECTANGULAR. x w G0.AVITY, TT AREA AND DESIGN NO IRREGULAR SHAPES. 5a PRESSURE, TYP. 1 STEEL TE•OOVIN CUPS. t_2 SEE DETAIL t/3 t 213FORCUPINFORMATION, f 3 TYP. 3' MAX ' 3, \ 1 t I . 4• TY9. • v/ TYF. MOST STRUCTURE DESIGN/ BY OTHERS. SEEOEStW - SCTICOULES FOR - • (Y`.ot ALLOWABLE SUBSTRATES `- W r MAX TYR OAe (Pit MECHANICAL UNIT %CCC3+ 3rmEp9595 1 TIE -DOWN ISOMETRIC r `TYPE OFcuPANonuMBeaorcLIPs 1 t• 1'-0' ISOMETRIC PER CORNER WILL VARY PER CCNNECTtOM TYPES CI -CA ON SHEET 2 TIE - DOWN CLIP DIRECTIVE EXAMPLE MAXIMUMtKMIWC THEALLOWABLEIT. FOR _ GIVEN ECHANICAL U R nUk.CONFORMS O THE DIMEENSION RESTRICTIOouftf USED TO NS AND DESIGN CR 7. UA USTCD HEREIN. E SHEETS INSTALLATIONopFOR OESIGII'SCMEOU BJ MECHANICAL UNIT CRITERIA: TNSIOER THE INSTALLATION OF (1) MECHANICAL UHir wrtN THE FOLLOWING CRITERIA. VIAt-170 MPH, EXPOSURE V Ar TALL P 4r DEEP I A!' W ROE, 100 LB (W EIGM AS VM`M`D BY OTHERS) INSTALLED O SW PSI MIN CONCRETE WITH (1)•1• CLIP AT EACH CORNER OF UNIT (TOFAL OF (4) RIPS) v....•... r. PROCEDURE STEP RESULT 1 OETERMINE THEE CONNECrtCN TY E BASED ON THE OAGRAItS ON SHEET 2 I OOUNECT 0 1 THIS INSTALLATION IS INTENDED FOR A VURN170 HIM, EXPOSURE'B'. THIS OEStGN 2 DEfERHINE WHICH DESIGN SCHEDULE TAEIE TO USE CRITERIA CORRESPONDS TO TABLE S 7 OETEIIMINE LARGEST FACE AREA OF MECIANICAL UNIT O Be INSTALLED Ar-AB'- Iw' THIS UNIT HEIGHT OF •B- IS EQUAL O THE MAXIMUM ALLOWABLE NEIGH OF Ar. NOTE TIMIS PRODUCT APPROVAL ALLOWS THE UNIT M BE VOTALLLO ON TOP A CHECRMAXINUMUNITHOGMRESTICIOM OPANA/CSTAND IHAI INAIUXIMUN 30- TAU. IFANA/CSTAND INUTTLUM, CMCR O SE! THAT TNL STAND DOTS NOTlAREO 30' p H!!OM S C1KE01 MINIMUM UNIT WIOTN R N WWI i AB- / GREATER IMAM MINIMUM ALLOW WIDTH 01 ZC THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUALTO 15 FF. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON RCOF•TDP HEIGHTS GREATER 6 OF' ERMINE THE ALLOWABLE ROOF -OP NEMGNT OF THE INSTALLATION THAN SOFT AND LESS THAN SOP Ff SEE() ON TABLE S FOR THE NUMERICAL VALUES OF THIS OEi1GN EXAMPLE DESIGN NOTES: '- * THIS PRODUCT RAS BEEN DESIGNED IN ACCORDANCE W RM ASCE 7• TO AND THE PO - BU[ U)lNG CODE P00. VSE WTININ AND OUTSIDE THE HIGH VELOCITY HURRICANEINDICATED INTHEACCOMPANYINGOE5IGNSCHEDULES. THE DESIGN CRITERIA VSED 6, CA' On ATE THE ALLOWABLE ROOFO HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.S.1 •,y FOR % OoP TOP HEIGHTS M) S60 PTMID SECTION 29.7 of ROOT TO/ nEIGH15(H)>GoFT a SECTION 29.4.t FOR INSTALLATIONS AT GRADE. MQX-)•10 WITHIN TILE HVMZ. (GC, L,.,r1.9000TSIDE THE HVIIZ, (GGI-Ls FOR ALL LOCATIONS (CONCURRENT), ALL OTHER DESIGN VARIABLES ARE UI ANCEWITM ASCE 7.10 CRAPTEAS S B THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT O BE INSTALLED ON A MAXIMUM 30' TALL A/C STAND (CERTIFICATION BY CTIIERS) ON OP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SMALL Be FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUM034G CODE B ASCE 7.10. THIS PROMICT MAY Li M.. III, rrpp E. lc1l m 14X21 Y W . N o BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, 2 NO 33•V3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST Z REPORTS TESTING EVALUATION LABORATORIES, LLSWNABAPPROVAL1--1 INC. NOofOI BY THIS ENGINEER SMAII BE FEANFM A. MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIG-fT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS a J2 Q5CLEAR SPACE. TONNRGE. ETC.) SMALL BE AS PER MA MUFACTURE0. RECOMMENDATIONS ZAND On .• 33 THE EXPRESS DOE O " S. FASTENTERS TSEX Ve OIRESPONL GREATETY R SAE5 UNLESS NOTED On-ERWISE. TAPCONS REFERRED O HEREIN SMALL Be TTW BLULDE X BRAND, CARBON STEEL ONLY, t INSTALLED O 3000 PSI MIN CONCRETE. SEE AMC -OR SCHEDULE FOR ANCHOR Q REQUIREMENTS. Alt FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION Z t ro PREVENT ELSTROLYSIS. 6. ALL STEEL CUPS SHALL BE ASTH A2113 STEEL (GRADE o) WITH FTe33 KSI OR BETIEIL WITH AN APPROVED E j Lu a ALL STEEL MEMSMSSHALLBEPAOtECTEOAGAINSTCORROSIONCOATOFPAINT, ENAMEL OR OTHER APPROVED PROTECTION, G90•RATED COATING a. REQUIRED FOR ALL COASTAL INSTALLATIONS. 7, ALLCONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CETITTFICAnON. AS A MINIMUM. Z P•M I ALL CONCRETE SMALL BESTRUCTURALC006CRMA- MIN. THICK AND SHALL HAVE a MUMUMUM COMPRESSIVE STRENGTH OF3000PSI, UNLESS NOTED OTHERWISE. IS RESPONSIBLE O INSULATE ALL MEMBERS FROM DISSIMILAR x 9. THE CONTRACTOR MATERIALS O PREVENT ELECTROLYSIS. 9. EUiCTUUI GROU.YO, WNEM REQUIRED, TO EE O WI HST B STµLEO OTHERS. m D O 10. THE ADEQLFACY OFAINEXISTINGs'R(1ETuaE ro L'!ITI(5TAN0 SUPERIMPOSED LOADS SMALLSS VERIFIED BY THE ONSITE OCS=1 PROFESSIONAL AND IS NOT INQUOEO IN j 1 .. THIS CER nCATION.EXCEFTASEXPRESSLYPROVIOEDHEREIN, NO ADDITIONALTIFICATIONS OR 11, HE SYSTEMDETAILEO HEREIN n1GENERIC AND S AREDOES NOTPROVIDEINFORMATIONFOR 7 i A SPECIFIC STYE. FOR SITE CONDITIONS DIFFEAEHrFROM T/ECONOITtONS DETAILED gg ie, HEREIN, A LICEASEO ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC OOCUMEFM FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING NOV SUBSTRATE SMALL BE ME FULL RESPONSIBILITY C ,•U§ 4 OF THE IYSTALUNG CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED C UIF . OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATOV Af10 INSTALLATION OF STRUCTURE PROPOSED HEREIN. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS IS WATET.-TIGMTMESS SHALL BETHEFULLRESPONSIBILITYOFTHEIRSTALLU(G iF y CONTRACTOR. 1). FORAN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VWL WINO pill SPEEDS USED IN THISAPPROVAL. SEE SECTION 26.7.3 OF ASC! 7.10. llt 15-2378 N 3 - j0• LULU 3' MAX 1' CUPS TYP. 1' CLIPS I- AA; TYPE TYP. e ANCHOR SCHEDULE: 1" CLIPS 2" CLIPS sue` BUBSTRATE OESORIPTION U•5/16'OCAPRON STEEL ITW BUILOEX TAPCON. CONCRETE- ZW FULL EMWO TO A• THICK MIN, CONdIEIE, 3)(' MIN. 3000 SI NIN ) EDGE DISTANCE, 3Y.' HIM. SPACING TO ANY ADJACENT ANCHOR 1)•A 14 SIZE GRADE5 AWMALUKINUN• NUM' S/Tm NElALSCREW TO 03) ALUMINUM. PROVIDE (5) THICIL 6061•T{ PIICKES MIN. PAST MIN. ALUMINUM) THREAD PANE STEEL: 1)•A IK SAE GRADES 0. 125-MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEW PITCHES IAD Z-.ASf THREMIN. wnsTwATe DaeamoN * Z q•SIIEroCAReON ITw BUILDE31 TAP, .0 R CONCRETE: K• THICK MIH, Zy' FULL EMBED TO ; CONMETf, 3)1 M1N. r, EDGE 3Y.• MIN. sowPSIMN.) OISTANCE SPAuNGTOART ADJACENT ANCHOR. V J( $ mgai7 ALUMINUM: 2)-. II SAE GRADE SMELT METAL SCREWS TO Z 04 W W W 3 4,117 6 606,*T) ALUMINUM, PROVIDE (5) 3. r' 1 3 PTCMESMIN. PAST VI OC .i M1N, Al THREAD PANE 10 W j STEEL: 1)•A LA S1! GRADE S 0. 125' M1N. SHEET METAL SCREWS TO THICK, 33 KSI STEEL. PROVIDE (S) MIN. STEEL) PITCHES MIN. PAST U THREAD PANE Z w PN TVP. 1, EMBEDMENT ANO COGS OWANCE ERCLUOES FD/I MINES, If APPLICABLE J = 2, ENSURE MINIMUM EDG! DISTANCE AS NOTED IN ANCHOR SCHEDULE. CONNECTION TYPE C2 ClCONNECTION TYPE C 1 3. sEE DETAILS oN sMEeT 3 POR AHCTORs ATTAoa"G. TOMECHANICAL mff- Z M a O z ce 1' CUP • UTILIZE (I) AT EACH CORNER FOR A TOTAL OF (A) PER UNIT Q 2- CUP • UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (Bl PER UNIT UNIT WIDTH ( L o CUP OFFSET EIE-:CUPPAIa SPACING—} CLIP OFFSET 1„ I E cac Iy S va • • I• 3• TYP MECHANICAL m v V Oi r-- r-CLIP•CIIP UNIT PER L - W SAACINGSEPARATEiCERT(RCATION al l'I- •SET^ aldl. b 3' NIAII . 2'CUPS j• NA2( - TY 2'CLIPS j. Mp( UTILIZE (A) CUPS EA SIDE TYP. TYP, OF UNITFOR A TOTAL OF a. B) PER UNIT i-a l4 111 ttt •QM iC 7! 3' NIAR 't CONNECTION TYPE C3 C3 2' QIK - URUZE ( l) AT EACH CORNEA FORA TOTAL OF .( _M_Y—W 3' NA% XAX CONNECTION TYPE C4 2- CUPS. UER( 2E (2) AT EACH CORNER FOA A TOTAL OF (4PER R UNIT 5 ALTERNATE8 CLIP DETAIL 3N.T.S. PUN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (B) CLIPS PER UNIT. 9g a, HpTAdl A1YRLB 15- 23' iK.LL, NT9 P. J E oau1PT 4P 1 AAAc a.6 mMm. F.T. MANRift" ... - - FOR ANYLONGERTHAN OP MECHANICAL UNIT BY OTHERS. ALUMINUM ` J I' T!V UTILGRADE S 1 2SAE MOUSING UNITS SHALL BE 6f163-TS MIN. METAL SCREWS SHEET ALUMINUM SHEET WITH Fty-50 KSL 0.125 - V MIN. THICKNESS, STEEL MOUSING UNITS (1)-017 SAE GRADE S SHEET 0.068' THICK SMALL BE ASTM A653 Fy.33KSI MIN. METAL SCREWS FOR CUPS UP TO It 1 4STT1 A2B3 U STEEL, GRADE 33, ZZGA MIN. (t•0.02W). s LONG, UTILIZE (S)-tl7 SHEET AJ 'o i METAL SCREWS FOR CUPS STEEL. J ., ^% LONGER THAN S'. PROVIDE (5) % O •• t,.i PITCHES MIN. PAST TMREAG PLANE FOR EACH SMS, TYP.( 3)•P12 SAE GRADE S o 0.068'THICKASTM SHEET HETAL $C0.EW5 nu A283 STEEL CUP. TYP.// ANCHOR PERFORCUPSUPTO5' - c i991 BASE OF UNIT SMALL T . Gii ANCHOR < U D LONGTUTILIZEMETAL SREWS j / '. — ANCHOR z4 m bOfFLUSHWITHBASE p SHEET METAL SCREWS I Q® OF CUP, TE SPACE TYP.-\ % • 3re Z L 0 FOR CLIPS IONGE0. PERMITTED, TYP. I, t W O THAN S•. TYP. ( I O Vi O (VOLE, WITH ANCHOR FROM I' SUBSTRATE PERCC CUP ANCHOR ANCHOR SCNEOULE SCHEDULE. TYP. ( OTHER „ ( VARIES) O DIMENSIONS f/ 1 , a37s• 0Q SIMILAR) 1" TIE -DOWN CLIP ANCHOR DETAIL Li 1 " CLIP ISOMETRIC DETAIL 3 3•. IW DETAIL1z I 3 N. 5. ISOMETRIC CLIP IS DESIGNED FOR FULL ~' t CONTACTWITHTHEBASEOFEACHJ 2 F/ MECHANICAL UNIT, TYP. Z yy 0 d= F toj ZMECHANICAL UNITBYOT1•ER.S. ALUMINUMHOUSING UNITS .HALL BE 6063-T6 MIN. WALUMINUM SHCETWITHTty30KS1. 0.125- EET MIN• THICKNESS, STEEL HOUSINGUNITS M3ETALZSCRREWS waCLIPS 4 z o 0. 072. OR SHALL BE ASTM A6S7Fya33KSf MIN. 1H E META UTILIZE (FOR l25HEET0 11AST TAICK' STEEL• GRADE 33, 22W MIN. (1•0.0299'). METAL SCREWS FOR CUPS d YSTEEL, L283TW. Itl, 3)-t 125AE GRADE i• ar; LONGER THAN I•. PROVIDES) 1 t VVJJ SHEET METAL SCREWS %l %!; PITCHES MIN. PAST THREAD PIAHE m FOR CUPS 4' LONG. 0.072. OR "ir / FOR EACH SMS, TM. s UTILIZE ( 4)•t 12 SHEET THICK ASTM A293 1, '// G AL SCREWS FOR STEEL 0.[P, T9. ? / (I) OR (2)ANCHORS atA 9' CLIPSLONGERTHANA', BASE Of UNIT SHALL / PER ANCHOR I 1 8 • Jw TYP. BE FLUSH WITH BASE f 1N JlB SCHEOULE E z O nOF CUP, NO SPACE jar d 4 1 f PERMITTED. TYP. t ( Ij f tlalll Y.E 'O USEDHOL.ES. NOT TO • ` • , '•` SUBSTRATE PER BFOIL '- f / AHChOR ANCHORS. TYP. / •/ r / SCMEOULC- G ( i • /// f l (VARIES)jL 1 0.7s tb• 2" TIE -DOWN CLIP (4• yoso a NCHOR DETAIL {'i al ..., p 3• 1'- 0' DETAIL aY1aOt+ntuwlmcm•t D'5 3 CLIP IS OESIGNEO FOR FULL 15-2378 FACTORY -MILLED Y.'O HOLES; YO•.f0,. CONTACT WITH THE BASE OF EACH ltAa +* t UTILIZE ( 1) OR (2) ANCHORS .< MECHANICAL VNR, TYP. i FROM 2' CLIP ANCHOR SCHEDULE. TYP. o.so• 5 2 2" CLIP ISOMETRIC DETAIL 3 N. T.S. ISOMETRIC TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE MATH A RISK CATEGORY 11 STRUCTVRE IN THE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF -TOP HEIGHT LH TIE -DOWN CONFIGURATION TYPE MAXIMUM j SURFACEAREAOF UNIT UNIT I Cl C2 C3 I C4 1 UNIT'SLARGE5T I NE04T J VADTH 6n, 9FT' 24•MAK112•MIN 32' MM IS -MIN I NIA ATGRAOE MIA AT GRACE ATGRAOE{ H520DFF AT GRACE L HS60FT _ 4Fi' 6 FT' 9 FTI12 fT' 16fT' fU y 46'MAX, 21•MIN ATGRADE ' HS200FT AT GRADE I HS401 N/ A _ i ATGRAOi NJA AT ATGIUOENS30FT ' NS100R ATGRADE 1 Hf70 FTT J TGMOE , _HS160Fr ATLIWIrk H' S40FT a I AT GRADEl IOFTI fi0' MAX j 46' MIN NIA ' MGRAOE A_ __ _. N/A ' .AT GRACE N/ A } NIA NIA• ATGRAOE 1 ,41G..__, H/AL AT CIRADC N/ A _ 4i GRADE SOFT' 5FT' N/A NIA A'. T ATGR_ADE 1 THIS TABLE IS PFRMISME TO BE USfD WITHIN THE HVHZ WHICH CONTAINS SROWARD AND hoAMI- WE COUNTIES. CHECK WITH LOCAL AUTHORITY WAVING JURISOICTION FOR THE APPUCABRNY OF THIS TABLE WTHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE MAIN A RISK CATEGORY R STRUCTURE-1 ALLOWABLE ROOFTOP HEIGHT IN) TIE4) QWN CONFIGURATION TYPE MAXIMUM . ^-• - r- SURFACE AREA OF I UNIT UNIT Cl C3 I C4 UNITSS LARGEST HEIGHT WIDTH i1FACE6FP 24•MAX, l2'MIN NIA HS20D Fr ,60R GRADER HIZOOFT 9 FT' 32' MAXI IS MINI NIA AT GRADE H S 200 FT 60 H f 300 FT 4 FT' j GRACE HS200FT HS ZOO FT HI2DO FT 60 FAT FII AFT' AT GRACE I HII00 iT 6pRcH53FT00 F'i HSZOO FT ' 1 -1 L NIA I H52WFT WATGRAOI N$MR 9FT' 143'MAl(; 24'MIN U FT' I NIA AT N/ A NIJ R I I 60R< HACE FT- 16 FT' I I NIA AT GRADE NIA H %200 Fr T 20 Fr I NIA AT GRACE NIA H S 200 FT ZS Fr 1 N/A H530 F NIA H/ A Hs3OFT .6p F0DFi 60' MAX 48' MIN Ai GRADE. _ p FT' ; H/A VIA NIA '6OFT<HIl60" 36 FT' NIA_—+_- NIA .-. ATGMDE I ASAN OCAFAPFE, THIS TABLE IS PERMISSBEE NIA-. TO BE USED WITHIN PALM BEACH COUNTY. CIE']( WRTH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICASIUTV Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY H STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) MAXIMUM y •.__ .- I I_ SURFACE AREA OF UNIT UNIT Cl C2 C3 C4 U.N MLARGEST HEIGHT I WITHH 1, FACE 24'M L2'M.IN NIA AT GRACE AT GIIApE NSMOFT L._. 19Fr, 2'MAX N%A AT GRADE N/A N130fT 1 FT' I'IS`MIN _ I AT GRACE I H 1200 FT AT GRADE__H S 200 FT 6FT' I N/A HSCS Fr ATGRADE HsmFT yF" 4S MAX 24'MIN NIA ATGHAOE AT GRADE I HS60FT 1212 I NIA ATGRAOF N a AT GRADE i_A_ TGAAdqf 16 FT' I _ N/A ATGRADE II/A NIA AT GRADE N%IA "i ATGRACE 2SFT' _ NIA --- W - • ATCRADE 4 30 FI'- WA 60P& W46'MIN T - i NIAMI N/A aTGRAO£ tS FT' Iw/ Wa• rT/J i AI GRAC tHTS TABLE IS PERMISSIBLE TO BE USED WITH W THE HVHZ WHICH CONTAINS BROWARD AND MIAMFOADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 . Vult=170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE'] T--- _-__ ALLOWASU: ii&i-TCIP NEIGNT(H) TIEOOWN CONFIGURATION TYPE L SURFACE AREA OF UNIT ' UNIT Cl , C2 C3 CA I UNITSLARGESTHEIGHTMOTH , - — rACE 6 FT' 124' MAX 12' MIN MIA I H S M T 1 60 AT 09AUt fT H 5 200 FT Fr SIFT, 33' MAX iS' MIN MIA AT GRACE NIA H S 200 R ' 60 FT< H5200FT 4 FT' AT GRADE HS20D FT HSIOO FT HS2EOFT ' 60 Fi < HS100 FT 6 FT' NIA H 1200 FT H S IS FT H 5 2lX1 FT ' 60fT<H52OoFT9FT' 46'MAX 24'MIH N/A FT<Ns2W 60 Ff. AT GRADE HSZ00 FI LIFT, N/ A A i GRADf 60 FT 4 H I uO FT NIA H 1200 FT 16 FT' NIA WA NIA H 140 FT 6p R < H S 200 FT, 20 R' N/A A", GRADE NIA N I40 FF 60 FT< HSZ00FT 25 FT' I NIA NIA. NJA AT GRADE 60 iT< N SZOO FT 6W MAX 48' MIN 30 Fr NIA N/A N(A T GRADE 60 FT < H S 100 FT • 36 Fr' MIA• MIA NIA AT GRADE AS AN ERANPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM SE404 COUNTY. CHECK LVITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE A PLICASILITY OF IN* TABLE WITHIN CERTAIN FLOR104 COUNTIES. U ? z 9 Iny .y d < zx., t a_ O: n z Lu z r rL O I E Cd W W L m LL 4 16, t TABLE 5 : Vult=140 MPH, EXPOSURE 8 IFOR USE WITH A RISK CATEGORY 11 STRUCTURE-) 1 ALLOWABLE ROOf•TO mSGKFM TIE -WWII EO•`O!GURATION TYPE MAXIMUM _-- SURFACEAREAOF UNIT UNITI Cl CZ O CA LARGEST HEIGHT WIDTH FACE I 6FT` 24'MAX I IT MIN NS15R ! Hs20pR60R<H s L20 R, HS200R H1200Fr 9Fr' 132'MAX IV MIN 1 AT GRADE H5ZOO Fr H1200FT HA 200 FT 6R' I HSz00R H5ZOO FT Hs200 FT H5200 FT 6R' 1 60R<H s 2O0 FT M3200FF N1200R H9200FF H3200R 1 SIR' ' AB'MAX ATGRAOE I 24' MIN )60 FT<HS60R I H1200R NS200R 12 FT' 1 I ATGAADE I H5200FT 6o R<HS2DOR HSZOO R HS20OR 16 R' I 1 N/ A ( msmFF 6pR< 15FT 20 FT. j 1t -- N/A MS200FT HSISR Hs200R S FT, N/A H540 FF lw AT GRADE Hs20DFT 60'MAX 4B'MIN =••- FT<H5ZOO R 60R<H 160Fr 30 FT' N/A IFF F < tH5I60R6pFATGRADE H 5 200 FT 36 FT'— N/A ATG!60 AT GRADE HSZWFr 1_ FT GRADE L , TABLE6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE') MAXIMUM SURFACE AREA OF . UNIT UNIT Cl UNIT'SUBGESTHEIGHTWIDTHFACE1 61r 24'MAX 1r MIN I ATGRADE 9 FT' i 3r MAX IS MIN NIA I or I HSZWFF 6FT' ATGAADE i 160R< H 51OD I 9 R' ) 4B' MAX 24' MIN 1 AT GRADE 32 FT' I I N/ A r I 16 fT' N/A IO R'_. 1 I N/A_ 25 FT' N/A I• - — - +' 60' MAX 48' MIN I ,• -• . SO FT' i i N/ A 1 ' 36 FF N/A-' TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) ALLOWABLE ROOFTOP HEIGHT (H) I TIE- 0OWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UMR UNIT Cl C2 C3 CA UNIT'S LARGEST HEIGHT WIDTH FACE 6 FT' I24'MAx 12'MIN N/A Nsl00 FT 60FTlHSIOOFT HS200R 9FT'' I. 32'MAX IS'MIN ! N/A HSIOOR 60FT<NSLI4'OFT HSZOOR4R' H340R HsZOOR Hszwrr HsZOOR 1 60FF<Hs200R 6FT' A OT RADE HS200RHs200FT HSZOOR BDFT<HS100FT 9FT' 4' MAX r 24' MINN/ A HSZOOFT 60HSISR R<HSZOOFT HS2p0R 12FT' ._ • N/A Hs40R ATGRAOE R HSZ00 HS zoo Fr60R R 6 N/A A7 GIIADE 60R--<HAOE N/AHs20pFT 20 FT' •_•-- N/A ATGRAOE ATGRADE H3200R+ 60R< HS200R AT GRACE 25 Fr' N/A 60R<H$soR N/A H 1200 FT I 60' MAX 4B' MIN --.. __ . FYI 30 ' NIA N/ AN/W M i 40 R I 60 R <H S 200 R AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BKEVARO COUNTY CFECK WITH LOCAL AUTHORITY HAVING JURISDICTION 36Fr N/A N/A N/A AT GRADE FOR THE A PLICANUTY OF THIS TABLE WITHM CERTAIN FLORIDA COUNTIES.GO FT. H S 200 R ALLOWABLE RUOF-TOP HEIGHT (H) TIE-0OWN CONFIGURATION TYPE IC2 aIE4* H S 200 FT I H S 200 FT H 5I00". 8 r V H9200 fi 145115 Fr 60R<HSI00R H5200R H 5200Fr M9200R Hs20DFT WW H3200R HS200FT I Hs20DR IcctH9200FT R 60< HS20O FT Hs Z00FT I 0 H 5200 FT 160 ATGRADE R<H 5140R NSZOOR I H 515FT 60R<H 5200FT T AT GRADE N5200R FT H S AT GRAOE• __ Hs200 FT Z GO FT< 200 R 1ATGRADEATGRADE H S 200 Fr ` 6QR<N 1140R J I• ATGRADE MIA HSZOOR I Z AT GRADE MIA Ns30R 6pR< N 5200R F O a!Bi t Z€O= w 3 Z m 0 P • • •T• ENGINEERING EXPRESSO i 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 withh4STM D17.61-88 test standards per test report(s) #TEL 01970387A and #TEL 019703876 by Tesljb py', n l,lu lyry'q 7/y ratorlE Inc. .`,V _•'.nGArw'•_'_ STRUCTURAL ENGINEERING CALCULATIONStFran Rfsed Ln qeer's Seal Valid f6i NA• IW_2jStructuralengineeringcalculationshavebeenpreparedwhich= ages evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Minimum Unit Weight k 1, 4. Maximum Allowable Unit Surface AreaN PE004 5. Clip Configuration and Anchor Spacing 6. Anchor Capacity for Various Substrates 7. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12TH AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING CXI NCSS` 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 Ir 02/1112015 i13:41 ffAlp P.0021004 MI® MIB COUNTY CONTROL PRODUCTCOM'ROL SECTION e _ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RZR) 11905 M ami,2Florida 3311775.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)3152"0 F (9E6) 3 M2599 NOTICE OF ACCEPTANCE (NOA) W=M4mida4maov/ewnomv Southeastern Metals Manufacturing Company, Inc. 11tt01 Iaduatry Drive Jacksonville) FL 32210 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other area whore allowed by the Authority Having Jurisdiction,(AHJ). This NOA shalt not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dada 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 falls 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. DESCRIPTION: Wernher 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 affecting 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 sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shill 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 renew s and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan S. Colloo, R.A. 4 • 60at—' NOA No.: MOO14.09 Expiration Date: 04/lYI9 Approval Data: Ol/23/14 Page 1 of 3 0211112015 13:42 ffWp P.0031004 0 k ROOFING ASSEMBLY APPROVAL Category: Rooting Sub -Category: Ventilation Material: Steel Minimum slope: 2.12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Anolicant Dimensions Suaclflcatfone Description weather Vert Vent: 4- K" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flangre: 24" x 52" Thickness:0.0217 inch:-- . _._.. _.. MANUI+ACI'umG LOCATION 1. Jacksonville, FL EVmENCE SUBMITT)i:D Test Agency Tat Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-M-02-01 08/14/03 ICC49S AC132 SBM-027.02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: wood Dock DeteripUou: 11/3i" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'f," x 46" opening centered between layout litres 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 end set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with I-Y4" galvanized ring shank roofing nails spaced approx. S" o.c. and I" 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.: 13-0814.08 Expiration Date: WOW Approval Deft; 01/23/14 Page 2 of 3 C 02/1112015 13:43 M) P.004/004 LIM1TAnow 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturers 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 moan heights greater than 33 feet. S. 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 idendflable 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: ARAWIKGS o • ROOF FLANGE NAIL PLACEMENT END OF TIES ACCEPTANCE NOA IVu.: 134814.08 expiration Dote: 04/Is/19 Approval Dote: 01AIN14 Page 3 of 3 r Florida Building Code Online Uncker kul MeO--L-5 Page 1 of 1 Business & • • '•/ • FB5Z1- ,Z=am f,-/,,' I LIr Cl FI( & N-pim efitd IIC1S Moms I Lou In I Use, Registration i Hot Todd I submit Surcharge ! stars a Facts I Publications I FBC sue I BCls site Map I Links I search I Busnes Pro esslt1 product Approval USER: Public User Regulation Predlr[t Ameroval Menu' a f4edhrct at Aeellcatbn Search > Application Uat Search Criteria 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 eesrCh Reuslea - Annliratlens' ELA Tvp2e Manufacturer Validated By Status FL15216-RZ Revision InterWrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments Approvedby o5M.APprdvals bF VWK Inlo pe M%I Creo ono rasmeD vy uhe h enures the wnrnua.vr. „ MCW—Ii, h 1940 Neitli Nerlree S root Talkhassee FL 32399 pha,s: 950.497,1824 The State of Fonda Is an AA/EEO employer. r.n.,..+wM IOC7.7 13 Q-t "ef Florida.:: Privam Statement :: • Wab 5utnrrnt :: Refund Sta1CmLGi Under Florida law, email addresses are public records. if you do not want your &-mall address refused In response to a public -records reauesC do not send electronic mob to this entity. Instead, contact the office by phone or by traditional mail. It you hove any questions, please contact 550.407.3395. •Pursuant tD Section 455.27SO ), Florid Statutes, affective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if theyhoveone. The emalls provided may be used for oRkJil communication with the licensee. However email addresses am publ¢ record. 1f you do not wish to supply a personal address, please provide the Department with an emel address which can be mode available to the public. To deterndha If you are a licensee under Chapter 455. F.S.. please cuter ftm. Product Approval Accepts: https:// WWW.flOTidabuilding.org/pr/pr._appjst-aspx 7/20/2015 Florida Building Code Online Page I of 2 4 Business 'Professional• 1 rZ®rm Flol1daDeMVMd eeis Nome I tao In I User;tagwrat on I Not Topics I submit swchoge I Stats a Fans I Pubikauom I FBC Stan I Bus Site Map I Unks I Search I BusTtl'nes Product Approval Prolessi al ®USER: Pubec User Regulation IR11l:*!7l 1lRIIE}w gar qyt > Prenuec e. aonikeUort sraren > naurwUen Itat s AppllnUon oetep FL a FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas®i nterwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevlch, PE Validation Checklist - Hardcopy Received Certificate of Independence Fi i 5216 R2 COI 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?paratn=wGEVXQwtDgv3yV VKJZ1 Q... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Dale 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 iF Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Installation Instructions FL1 S216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF 171.15216- R2.odi Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Other: See ER Section 5 for Umits of Use. Evaluation Reports F1IS216 R2 AE 201S 04 FINAL ER INTERWRAP RHINOROOF FL1S216- R2.Dd Created by Independent Third Party: Yes Dad Wert Contact Us:: 1940 North Monroe Street. Tallabassee FL R399 MOM e50.4e7.1624 The State of Florida is an AIVEEO employer. Co nfeht 2007.201I Date of FWCMR.:: PAAqStatement:: :: Refund Statement Under Florida taw, 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 e$0.4e7.1395. 'Pursuant to Section 455275(1). Florida Statutes, effective October 1, 2012, licensees licensed Under Chapter 455, F.S. must provide to Department with an OP40 address It they have one. The emails provided may be Used for Official communication with the rrcensm However email eddresses are "Ic record. If you do not wish to supply a personal address, please provide the oepinouncnt with an !mall address whldt can be made available to the public- To determine If you are a licensee under 55 ehiptor4. FS., please dick buj . Product Approval Accepts: aarvrih: ar•rwrr https:// www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ1 Q... 7/20/2015 QOTRINITYIERD EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way F1.15216-112 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPnON: RhinoRoof Underlayments LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity 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(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 DCA ANE19a3 sys Ul/r4/p FSS:.:....•`-!. The balm/e fed.Poa.rYiswas .utMrltad bV Robert uromY+en, t t N `'' i L PE. on W/27/435. This does not I*m as an eMpNWh ro%W" t doament. Shoed, tooled hardcoples have been transmitted to the Product Approval AdrnWwrator and to the named dlent CEanFICAnON 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 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. 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 1507.2.3,1507.5.3. T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 2 507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entitv Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ 006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TSTIS09) Physical Properties 100539395000.006 03/14/2014 ITS (QUA]673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH) 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 OPricin Underlayment Asphalt Shingles Nail -On TheI Foam -On TikI MetalI Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No IYes Yes I No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after Installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. ' 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FLIS216-RZ Revision 2: 04/27/201S Page 2 of 3 TpmrryjERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC 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 30-days, use of every fastening location printed on the surface Is required. When batten systems are to be installed atop the, underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report M10.02.12-R2 Certificote Of Authorlrodon #9503 FLIS216-RZ Revision 2: 04/27/201S Page 3 of 3 QIT INITY I ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT tl13 OXFORD, C-f 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way F1.15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2025 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 5lh Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof 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 OC4 ANE1983 fe i,.axo-scree ,.s t OF w 4l J J ••• y S •.:,• The faalmW seal eppeaft wH authorized by Robert Nlembien, P.6 on dR7/7015. Thb does not Carve as an ekcUonlafly q{rod document. Slrned, sealed hardooples have been lraor mitted to the Product Approval Admrnistratol end to the named cUent 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 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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: Sectio Properties Standard Year 2507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 2507.93,1507.9.5 on Heating 2507.2.3, 2507.5.3, 2507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 200S 2507.93 Heating, Liquid 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 03/14/2024 ITS (QUA3673) Quality Control Inspection Report 13/17/2014 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. S.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: RooF CovEn OPnoNs Underlayment Asphalt Shingles Nall -On TileI Foam -On TileI MetalI Wood ShakesI & Shingles Slate or Simulated Slate RhinoRoof U20 Yes No INo I Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 2507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.1z-R2 Certificate o/Authorizotion /19S03 FUS216-RZ Revision 2: 04/27/2015 Page 2 of 3 QOTRINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 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 > 4:12: 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVAWATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140530.02.12-RZ CerUJkote of Authorizotion A9503 FL1S216r112 Revision 2: 04/27/2015 Page 3 of 3 Florida Building Code Online Page 1 of 2 Business Professional Regulation U n0ridM1 CP3flffM;i! aCIS Home I tag In I User Registration i Hot Topts I Submit Surcharge Slats fl Facts ( Publication I FBC Staff I aCIS Site Map I unl:s I search I Busines U Professi l Product Approval USER: al PuDllt User Regulation Pmdun AMOVAAeau > PMddd of Maftallon SftMh> AnollraUQft tkt > AmIlcatlon patell FL # FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RlverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollinsoatlasroonng.com Authorized Signature Meldrin Collins mcollins@atiasroofing.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 Flonda 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 Validation Checklist - Hardcopy Received Certificate of Independence Fl_i6305 R4 COl ATLI3002.4 2014_ FBC Product Evaluation Shinales.odf Referenced Standard and Year (of Standard) Standard Yllta[ 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/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N... 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 07/05/2D35 Summary of Products FL aY Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16305 R4 11 ATL13002.4 2014 FBC Product Evaluation Shinales.Odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use Evaluation Reports FL16305 R4 AE ATL13002.4 2014 FBC Product Evaluation Shinoles.odf Created by Independent Third Party: Yes oaak Waal Contact Us :: 1240 North Murree Street- Tallahassee FL 32399 Phone: 850.407•t024 The State of Florida Is an A VEEO employer.• Caerrloht 2007-3012 State at nodda.:: Privacy Statement :: accessibility Statement:; 1 Under Florida Is., email addresses are public records. It you OD 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 050.467.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012. IKensees licensed under Chapter 455, F.S. rust provide the Department with an *mall address If they have one. The emans provided may be used for official communication wdh 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 detemne If you are a licensee under Chapter 455, F,S., please click b=. product Approval Accepts: o® ccuritywnru•v A https://www.iloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 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 5'" 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 o. Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (I'ST5878) 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) ATLA 16-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-M 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) ATL-136-02-01 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 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 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 ATL13002.4 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 noby 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-179-02-01 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) ATLA87-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161. Class F fiberglass reinforced, 34ab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master@ 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut@ Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMI* 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/Scotchga d 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 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. ATL13002A FL 16305-R4 Page 2 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 INSTALLATION GlassMaster® 30 & Basic Wind Speed (V„ n): Tough -Master® 20 Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underfayment: 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 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 LNailsj 12- Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) M. Nails C,pw t 2- ——12'--- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nall Pattern AT03002.4 FL 16305-R4 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 (Vun): Basic Wind Speed (Vaw): 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 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. ma! Figure 3. Prol-AM"m Architectural Shingle 4 Nail Pattern (non-HVHZ only) 0", 12N eYetON Ier/M wuro e llr ME e e IN' J_ Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305•114 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 3 Basic Wind Speed (Vwi): StormMaster® Shake 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. 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. 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. 17P PYorM.a.d r u 1a• r — 1lT CU O O =1 t= CFlr--) 1- 1 / L• L• (', C' O U C_, i__ w• C C1 O O (=1 C1 C l--- i I f_ ._ C U L) r-1 Of7 J— Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) 39 sor Yn 12P 90#Wd NfnpNWIY0 rO mM 7C 1Ra0 1• 7 V7' 1' ax C3 L—m—C3 C:) I C) (=) C=) C:2 C:) co C=) j1C Figure 6. Pinnacle® Pristine and StormMaster4D Shake 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (Vui): Basic Wind Speed (Vasa): 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. 19132 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 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 Pattem' or "6 Nail Pattern' detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern Nil T 9" it. 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 (V,it): Basic Wind Speed (Vern): 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 in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. 11 M t-tq• ^N wti..n Figure 9. Pro -Cut® Starter Strip ATL73002.4 FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall 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® Hip & Ridge Basic Wind Speed (Vun): Max. 194 mph ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vow): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 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. 7116 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. 12 ga. 1-1/2' ring r shank nail 6" 1 1 1 Figure 10. Pro -Cut® Hip S Ridge ATL13002.4 FL 16.305-R4 Page 8 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 LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 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 FOC 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 lode 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. COMPUANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. PPX fR poll.- A• -, No 74021 Irz 9 STATE OF :4J 1 Q 0011 ' E% ONA CERTIFICATION OF INDEPENDENCE 2015.06.2 912:55:48 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor 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 nor 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 V" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-0267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (OUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 15072.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologiesologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (rST5878) PRI Construction Materials Technologies (TST5878) PRI Constriction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Report No. ATL-079-02-01 ATL-083-02-01 ATL-086-02-01 Rev 1 ATL-104-02-01 ATL-106-02-01 ATL-106-02-01 Rev 1 ATL-107-02-01 ATL-107-02-01.1 ATL-109.02-01 ATL-116-02-01 ATLA 18-02-01 ATL-119-02-01 ATL-123-02-01 ATL-125-02-01 ATL-127-02-01 Rev 1 ATL-132-02-01 ATL-133-02-01 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 PRI Construction Materials Technologies (TST5878) ATL-143-02-01 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 PRI Construction Materials Technologies (TST5878) ATL-162-02-01 PRI Constriction Materials Technologies (TST5878) ATL-167-02-01 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 Standard ASTM D 3161 TAS 107 TAS 100 ASTM D 3462 ASTM D 3462 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 TAS 100 TAS 100 ASTM D 7158 ASTM D 3462 ASTM D 3462 TAS 100 ASTM D 7158 TAS 100 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 ASTM D 3462 ASTM D 7158 ASTM D 7158 ASTM D 3161 TAS 107 ASTM D 3161 TAS 107 ASTM D 3462 TAS 100 ASTM D 3161 ASTM D 3161 TAS 107 Year 2009 1995 1995 2009 2009 2009 1995 2009 1995 1995 1995 2008d 2009 2009 1995 2008d 1995 2008d 2009 1995 2009 1995 2009 2009 2008d 2008d 2009 1995 2009 1995 2009 1995 2009 2009 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170-02-M ASTM D 3462 2009 ATL13002.4 FL 16305-114 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. 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 GlassMasterO 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed. Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTM Architectural ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that -complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfleld, Hampton & Meridian) StormMaster® Shake ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfreld) 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 (Vul): Tough -Master@ 20 Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underiayment: 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 manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern' detailed below. 36' NailsT1N•1' 1r 4 J 5/a3• 12- --h-12- Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) N. Nails GNP 12" a a} Sir 12" 1 12"--12'— Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL13002.4 FL 16305-R4 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 assuranoe 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-AMTO Architectural Basic Wind Speed (Vwi): Basic Wind Speed (Vew): 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 Pattem' detailed below. may. w 7w wmo,ew MIIi ]T 1Yp 17Vr r np H' 0 0 0 0 0,O o o M n o 0 0 0 0 6 v.• l- Figure 3. PrOLAMT"" Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMT" Architectural Shingle 6 Nail Pattern AT03002.4 FL 16305-114 Page 4 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 TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (Vwt): StonmMaster® Shake Basic Wind Speed (Vaw): 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. 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. 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. I Ym,. tt M plwibN ndY M N / r MI7'It r uoc oo usr oc: _? Figure S. Pinnacle® Pristine and StolmMaster® Shake 4 Nail Pattern (Non-HVHZ only) Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (Vwt): Basic Wind Speed (Vasd): 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 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 Pattem" detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern Figure 8. StormMaster® Slate 6 Nail Pattem ATL13002.4 FL 16305-R4 Page 6 of 9 This evaluation report is provided for Stale 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 (Vj,): Basic Wind Speed (Veld): Deck (HVHZ): 1.1R•; 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. 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 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. It w L V!' my sA N iu0 1h1L Figure 9. Pro -Cull± Starter Strip ATI-13002.4 FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 611320-3. 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 (V,at): Max. 194 mph Basic Wind Speed (V.=d): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 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. r 12 ga. 1-1/2" ringI i / r shank Hall 12" V. Ll1 Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 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 ATLAS ROOFING CORPORATION Asphalt Shingles0TECHNICALSERVICES, 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 It 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 starling 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 lode 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. COMPUANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 111111 P... N PqZ 2015.06.2 No 74021 9 12:5 5 :48 p•-04'00' STATE OF F •.4 O R %Q.••• Zachary R. Priest, P.E. s,01111i 1 11 " ,, Organization No. ANE9641FloridaRegistrationNo. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in 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 Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurence 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. w y Florida Building Code Online Page 1 of 2 rame rc lr Fi011f1a D'.pM yid 80S Home I Lug In I user aegl5tRUM I MOt TOPICS I Subrrdt Svrchirge I slats 9 Facts Pualkaftns I FOC slab I ac1S Site Map I unks I Search I Busines j0` Product ApprovalProfessir4z' I R: public User Regulation Product Approval u > CrOQuCt Or AnelitallOn Search > Aeee[albn Lkt > Apj1lrAtleil oglen FLIP FL12019-RS 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@rwbldgconsultants.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 Li, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 1. King, P.E. V, Validation Checklist - Hardcopy Received Certificate of Independence FL12019 R5 COI Certificate Of Indeoendenceadf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D https://www. floridabuilding.org/prlpr_app_dtl.asp,?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 A 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 Sumrnary of Products FL it I Model, Number or Name Description 12019.1 Triple 4' and "Quad 4" 0.012' Thick Aluminum Sornt - Full Vent and Center Vent Limits of Use Installation Instructions Approved for use in MVHZ: No FL12019 RS 11 Inst 12019.1.odf Approved for use outside HVNZ: 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. Mcat 1040 North Monroe StreeL- TlOahasse;e FL 32i99 Phone: SSII-487.1824 The State of Florlda is an ANEW employer. f : dalit 2 •20115ute M Florida.: Pliran Sutemem :: i' ( (:: fit under Florida to.. email addresses are public records. If you do not want your 9-mall 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 ouestions, please contact 850.e87.1395. 'Pursuant to section e55.2750), Florida Statutes, effective October 1, 2012, licensees licensed 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 Ikensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emaa address which can be made avaaable to the public. To determine If you are a kenseo under Chapter e55, F.S., pNase tlkk It . Product Approval Accepts: lAWWjlsrSil Crc itLAFE https://www. floridabui ldi ng.orglprlpr_app_dtl .aspx?param=wGEV XQwtDquJ EQf8P6a6FJ... 7/20/2015 91 o ACMM AMERICAN CONSTRUCTION METALS 5140 West Clifton Sheet Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the Sth Edition (2014) Florida Building Code excluding the "Nigh Velacity Hurricane Zone" (HVHZ). 2. Product anchors shall be as rated and spaced as shown on details. Anchor embedment to base material shag 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 strips. 5. Aluminum soffits shag conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TAME OF CONTENTS DESCRIPTION i T devotions devons a enrol nohn 2 Panel detailsrSHW# 3 SoNTt details a design pressures 4 Sotfit detalls a design prewim S Soffit detak design pressures a bR of materials TRIPLE 4 (T4} 1J0 2(.Ol IS wtq T44:4 (J%r PICK) QUAD a Qa 0 0121.0114'fwq O401410r1S-'Wq BY, JK L er LFS sai 00. FL- 12019.1 rr I or 5 SOFFIT AIR FLOW TA13LE AIR FLOW AIR FLOW SOFFIT TYPE SOFFIT TYPE e,,•.n 3.91 2.71% 11.74 0.16% 11.74 8.16% PArrtm o; 3.69 2.56% I ;. 3.69 2.68% fP 1 1 rIT-•y I AISS 1 f I Ir _7b- Pb'ORS F. R FASCIA •lCHANNEI t Aor2 I i rV cweu. GE FUAI. n M 0151. R. A311. R. .42" I AT 47 3I RIB AND END DETAILS ITCOVERAGE P1 1/ lE PITCH 25/ 8- 7WGQI AVAatAaEwelolnets T 6• WCOVERAGE 4. 0T PITCH by (REF) 2.67 , YOIIAVAEAIIEFOELOINEtS rMr.4FIQSGU 12r — 000000 00000--- T 0 0 0 0 o o I 0000 n n n n n ton E; FATIM (FULL SCALE] LOUVERS ED IN SAME D UO ASRRIS) 0 380r J VIEW'A- A' (4 x SCALE] S ti FULL VEW - WIDE PATTERN rarmea IA sm" reel:on ee rnw) x 125" Lu100000- J 0000000000 i 000 0 0 0a0# LOUVER PATTERN LOUVERS FORMED IN SAME DIRECTION AS FIBS) j VIM - A - A (4xSCALE) 1 S 6 full VEMl -NARROW VENT PATIERN lewea ta^ eed in Fame dirxl'on os riYa) N Fr: FL- 12019. 1 ap ROOF FRAMING ALUMINUM I FASCIA TRIM SOFFIT)- % CMU OR SEEDEIAI A / wow J fRAMEO SEE DETAIL' B' SIDE VIEW - SINGLE SPAN w/F-CHANNEL Sham wT tnmfha" afwlew) SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSF) POSITIVE INEGATIVT B' 70.0 141.0 10' 60.0 60.0 IT S0.0 50.0 14' 38.5 38.5 u' 30.0 30.0 NOTE: WOOD FRAMWG AND WNNM[ IIVIV IV W DESIGNED BY THE ARCHITECT OR 9*81 t OFRECORD DETAIL " B " F-Channel ROOF OVERHANG ROOF SOFFIT CHU OR w000 SEE DETAIL' C FRAMEO SEE DETAIL 0' SIDE VIEW - SINGLE SPAN w/3-CHANNELS TRIM NAIL ATFACHED THROUGH FASCIA 016, O.C. MAX. STAPLES WALLED 10 END OF PANEL AND O' MAX. O.C. — SEEoETAL-J-.SHffTS) I — I/r MAX. IF- DETAIL"A" Fascia STAPLES NSIAIIED 0 24CO.C. (INTO WOOD) ON F{HANNE L LEG OR T•NAIL 0 17 O.C. INTO WOOD OR MASONRY) STAPLES INSTALLED 0 IT O.C. (INTO WOOD) IN FCHANNEL SLOT OR T-NAIL 0 IT O.C. ONTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24' O.C. INTO FRAMING SPAN ' A ' 2 S$• .•1 I R ROOF OVERHANG FI wit aa= a ROOF i wKFRAMING TTTII* w is4c= V h •: ALUMUAIY ° FASCIA E i a Z v ram / S 9 o Z k SOFFIT) CHU OR J woo ° SEEOETAII' J FRAMEDja SEE DETAIL' C' SIDE VIEW - SINGLE SPAN w/3-CHANNEL S m- w/ hVSSIIlalfaff9 omilew) hWl. 5 I' MAX. STAPLES INSTALLED 017 O.C. ONTO WOOD) IN J-CHANNEL SLOT OR T•NAIL 012' O.C. DETAIL " D " J- Channel Fascia STAPLES WALLED 01 T O.C. ONTO WOOD) IN J-CHANNEL SLOT OR T-NAIL 0 IT O.C. ONTO WOOD OR MASONRY) STAPLES LOCATED s tl J 21' O.C. INTO FRAMING —J % I- MAIL --- DETAIL " C " J- Channel SUBSTRATE NOTE: 1. WOOD SUBSTRATE: G = 0.42 OR OEM 2. MASONRY SUBSTRATE 3.000 PSI CONCRETE (AO 301) OR HOLLOW BLOCK (ASTM C90). SPAN - A ' ROOF OVERHANG SEE NOTE 2 ROOF FRAMING ALUMINUM kLUMIWM FASCIA FASCIA 9 TRIM TRIM 1---- 1----------- Jr-------_= CHU OR 1------- I - EwuOo SOFFIT) WODD SOFFIT) /_ FRAMED FRAMED SEE DETAILE' J SSE DETAIL - P • SEE DETAIL' G' SEEDEW)' E• SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/1-CHANNEL Shown w/ DuWfwming ove ing) (Shown W/ wwrm-dng aved^9) STAPLES INSTALLED 0 ENO OF PAPS AND r MAX. O.C. i DETAIL'J'. SHEET S) SPAN • A ' ROOF OVERHANG R30F FRAMING DETAIL" E" Fascia TRIM NAIL ATTACHED THROUGH FASCIA 0 1 C O.C. MAX. NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL I r MAX. DETAIL" F" F- Channel STAPLES INSTALLED 0 24' O.C. ONTO WOOD) ON F{H NEL LEG OR I-NAII 0 Ir O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 0 IrO. c. ONTO W000) IN F4 H,WNEL SLOT OR T." t 012 O.C. ONTO WOOD OR MASONRY) SUBSTRATE NOTES: 1, WOOD SUBSTRATE. G = 0.42 OR BETTER 2 MASONRY sUBSTRATE: 3.000 ?SI CONCRETE )ACI 3011 OR HOLLOW BLOCK (ASTM C901. CONNECTOR NOTES, 1. WOOD FRAMING AND CONNECIIM TO EE DESIGNED BY THE ARCNRECT OR 84WEER OF RECORD 212d COMMON HAIL OR 311C RW TAFCON CONCRETE SCREW MIN. 1 •I/4' EMEEDMENH 0 2t ON (a:NIER SINGLE SPAN LENGTH A- DESIGN PRESSURE (SF) IOSRIVE NEGATIVE e' 70.0 141.0 10' 60.0 60.0 Ir 50.0 50.0 36. 5 38.5 16- 30.0 30.0 STAPLES LOCATED 24' O.C. INTO FRAMING 1/ T MAX. - 1• MAX. DETAIL" G" J- Channel Tr FAPLES INSTALLED 0 Ir O.C. WM WOOD) IN ) CHANNEL SLOT OR I -NAIL 0 lr O.C. ONTO WOOD OR MASONRY) c n. LFS r- 12019.T a 4 or 5 1 nEml DUCRIPITON MATERIAL I FASCIA D21 S THK. AL 3105 - H 14 ALUMINUM 2 Jr CHANNEL .0155' THK. AL 3105 - H24 ALUMINUM 3 F CHANNEL 4155- THK. Al. 3104 - H I9 ALUMINUM 5 QUAD 4 PANEL .0115 OR .013S' THICKI AL. 3105 ALUMINUM 6 TRIPLE 4 PANEL (.0115 OR .013S' THICK) Al. 3105 ALUMINUM 7 R 15 x 13/4" TRIM NAIL S.S. 8 11T' GA. X 1/4-s3 STAPLE / 7/B' MIN. EMBEDMENT Sim 9 2- X 2" BATTEN STRIP (G=.42 OR OE'TTE3t) WOOD 10 APA B-C- GROUP 1 EXT. 15/32' PLYWOOD OR BETTER WOOD I I 097' DIA. T-NAIL / 5/8' MIN. EMBEDMENT) STEEL 12d X 3.1/e H.D. GALV. STEEL COMMON NAIL 0 24" O.C. w/ 13/f MIN. EMS. DETAIL " H " I X2 VERDCAL FRAMING (Gk0.42) ATTACH w/ 2-0d COMMON NAILS 0 TOP TO ROOF FRAMING STAPLES INSTALLED 0 END OF PANEL AND 6' MAX O.C. SEE DETAIL'J I MAX MAIL".I rr DETAIL "I" ROOF CVERHANG 122x3-114' __ H.D. GALV. STEEL COMMON NAIL 0 24' O.C. SEE DETAV A' / W/ 1.3/4' MIN. EMS. SHE=f 3) SEE DETAIL"H' STAPLES INSTALL® 0 END OF PANEL AND V MAX.O.C. SEE DETAIL-J 9 TWIN SPAN LENGTH w/CONTINUOUS BATTEN A. DESIGN PRESSURE MF) POSITIVE NEGATIVE 14- 70.0 70.0 IB- 66.5 66.5 20- 60.0 60.0 22" 54.5 54.5 24' 50.0 50.0 SPAN ' A ' 41 00 SEE DETAIL'S' r 8 9SFBiET3) Nf m LLi fi SPAN SIDE VIEW - DOUBLE SPAN w/BATTEN Shown wJ Uur4frdming cantilever) SPAN - A - ROOF OVERHANG SEE DETAIL' G' SHEET 41 ROOF FRAMING SEE NOTE 2 11I I? n CMU OR MOOD SEE 8 11 FRA MED SEE OETALL A DETA0.' 1' SHO 3) SIDE VIEW - DOUBLE SPAN w/BATTEN Shown wJ truss/framing ovefang) CONNECTOR NOTES: I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD I W000 SUBSTRATE: G = 0.42 OR SETTER 2.12d COMMON NAIL OR 3116' ITW TAPCON CONCRETE SCREW 2. MASONRY SUBSTRATE 3.000 PSI CONCRETE (ACI 3011 MIN.1.1Ir EMBEDMENT( 0 24.ON CENTER OR HOLLOW BLOCK (ASTM C90). h —z 8 c ? 09 u, N.T.S. 0. S e. JK ° a. LFS ; xv w: a 0 FL-12019.1 0 n 5 or 5 la R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Velrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificete of Authorization 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 5th 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 Sinned 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. GErN SF•T i Isa 43409• 0 : STATE OF e`Ci i •.. v N AL 400 l F. Schmidt. P.E. FL PE No. 43409 4112O15 41 f Florida Building Code Online 0 Page 1 of 3 18504.2 B, ass morne I Log In I user Registration I Hot TOPICS I Submit Surcharge I stets 6 Facts I Publications I FBc Staff I Bay Site Map I Links I Search I p IIf USE1dud ApprovalrausER: Public User 1= product Approval Menu > Produn pr Appliralbn searOt > Application List > Application Detail FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 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 J 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. Unch, PE Ri Validation Checklist - Hardcopy Received Certificate of Independence FL18504 RO COI FL COI.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https://floridabuild ing.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 Al- 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 FL If Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to Wind Zone 3 Installation Instructions FLIS504 RO II M-1926 Horizontal 08-01455A.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18504 RO AE 512079A.Ddf 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.odf 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.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 - 120', Impact resistant up to Wind FL18504 RO AE 512521A.0f Zone 3. 1 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 II M-2285 Vertical 08-01833A.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 - 84", Impact resistant up to Wind FL18504 RO AE 512520A.odf 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 OB-01456A.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 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 FL18504 RO Il M-2302 Vertical 08-01447A.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 - 84", Impact resistant up to Wind FLI8504 RO AE 512071A.odf Zone 3. 1 Created by Independent Third Party: Yes 0arir Nerrt Contact us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850.487.1024 The Stale of Florida Is an AA/EEO employer. Cocvrlaht 2007,2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement 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 mall to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 0S0.487.1395. -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 emalls provided may be used for official communication with the licensee. However emall addresses are public record. If you do not wish to https://floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgs9%2fl)/o2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 3 of 3 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.5 , please click here . Product Approval Accepts: M Ek Credit.Carid Safe https:Hfloridabuild ing.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 NOTES: 1) THE PRODUCT S^IOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) FOOD FRAMING TO BE DESIGNED 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. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FCR THIS PRODUCT IN WIND BORNE DEBRIS R_GIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SE°ARATE APDROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY M,I 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 INST;LLATION IS SHOWN, MULLION MAY BE USED IN IIORIZONIAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED 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 PRCDUCT TO 51 INSIALLEO. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY VVIOTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING OR PRODUCT 114 STEP 2. MULLICN RATING MUST BE EOUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH a Wl W z REwsw-S I — I 0ESCPIP30l, I DATE I APPROVED A I REVISED INSTALLATION OETAILS 08/07/15 1 R.4 ANCHORING NOTES: 1) FOR ANCHORINC INTO WOOD FRAMING OR 2X BUCK USE J10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8. MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT WITH 2 1/2- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4, 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUI'ACTURCR'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0,42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER) 5) TO ATTACH MULLION TO CLIP USE (4) Q10 r 1 1/4' SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE-ORILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION NOTES CONFIGURATIONS AND OP CRART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES ORAriY. fM'C NO V.L. 08-01445 VALE NTS i7ATE 01 / 1 1 / 12 1 S"EET 1 OF SIGNED: 0810712015 S R I IC0 r •\c E NS:9tP_ 6 STATE OF 'tv z isIIINAI %Nav\` 107 1/a" COMBINED+1pTH W1-1[- W2 3E FRAME HEIGHT WINDOW WINDOW MULLION SDI FR HE MU S. 107 S/8- COMBINED WIDTII W1 -Ir- w2 83" LIMFRAME HEIC-Hi WINDOW MULLION SPAN){ d COM8140 WIDTH II- w2 1J IGIG HT J I WINDOW WINDO // WIN00 LLION f WI --1 W2 107 3/8" Lu WIDTH Design pressure -Ong (Pat) Units anchored Into wood Byming Mullion span Qn) T 18.13 2A50 but@rywidth 3R00 4200 n) 4&00 5213 2A 00 130.0 130.0 130. 0ul 0 130.0 3F.38 130.0 130.0 127.2.0 127.0 49.63 120.7 94.3 77.91 72.0 6200 924 70.6 56.0 47.4 6163 66.5 55.8 51.74 43.0 7200 77,8 5&7 45.65 37,0 84 00 621 45.0 33.13 24.9 107 3i6" COMBINED WIDTH w 1 { I-- W2 L.. FRAME W1Noow HEIGHT MULLION SPAN) 107 3/B" COMBINED WIDTH w1--{ wz 1 I 83" WINDOW J FRAME HEIGHT .WINDO MUWON SPAN) W I /11-- W2/ 107 3/8" COMBINED WIDTH RM*N$ Re+ I DESCRFROM O.IE I •PVROKO IAREMSEOINSTALLAT104DETAILS08/07/15 R.L. 107 3/8" COMBINED WIDTH w1 --{ w2 83' / / WINDOW FRAME HEIGHT WINDOW MULLION SPA w 1 /--I F-- w2 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3W AS SHOWN HEREIN Design pressure redng (pso Units anchored Into mason /eonaeM Mullion span Qn) Telbutary 1&122150 width 36. 00 4200 n) 4& 00 SZ13 2S. 00 130.0 130.0 130.0 130.0 130.0 130.0 37. 36 130.0 130.0 130.0 130.0 130.0 130.0 49. 03 130.0 130.0 130.0 130.0 130.0 130.0 6200 130.0 115.4 87.8 79.3 73.9 71.5 6563 130.0 95.6 729 65.5 60.5 5&2 7200 99.3 72.4 54.0 4&1 44,0 42.0 84 ppt 02.1 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE SIGNED: 08M7,"1015 DOORS MIWINDOWSIWDOWESTL04v9'' MnRKEAND GRATZ, PA 17030-0370 J 4', It G N8F P J 0M- 1926 - VERTICAL MULLION*• 3" MULLION SPAN 00NFIGURATIONS AND DP CHARTS TATOF a.. 0 PV.L. 08-011445 SCALENTS aE 01/11/12 A /9js QNA 2 OF 3 2 1/2" MIN 1' MIN EDGE DISTANCE SEPARAi10N MASONRY/CCNCRETE BY OTHERS 1 1/a' MIN. EMBEDLIENI I I I I J J 1/4" TAPCON CLIP 5796 SECT M-1926 MULLION SECT5796 CLIP C 10 W000 SCREW l "1 I I I I 1 3/8" MIN. 1/2' MIN _ _ - WOOD FRAMING/ ECGE DISTANCE 2X BUCK VERTICAL CROSS SECTION BY OTHERS MASONRYICONCRETE AND WOOD FRAMING INSTALLATION 3 3/4" 3/5 3/e SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125• THICK 2 7/8" 2X of/4' 3 3/4. 2 1/4" - 7/8" 2X 01/4" P- I 7T 1 1I/ r oeuProlar+ a+c APPM" REVISEO INSTQLAi1014 OETAILS 08/07/15 1 RL. SECT5796 CLIP MT000022 CLIP FOR WOOD FRAMING INSTALLATION 16GA (.063) GALVANIZED STEEL ALUMINUM 6063-T5.125• THICK SECT M-1926 MULLION ALUMINUM 6063-T5 125' THICK SECT5796 OR MT000022 CLIP SECT5795 OR MT000022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS OR 94". OKr MO. V.L. 08-01445 SCALE NTS IOA1E 01/11/12 1S"EE73 OF 3 SIGNED: 0810712015 1L10// iJ'EN.yi p T OF •vasi0 • . 4f ORI E\G`• III 0 L. Robe/ -to Lomas P.E. 233 W Main St Danvillc, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: W1926 - 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 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 IIIIII///// iRdti1 i TATE OF cZ 0 RIP •G` Luis R. Lomas, P.E. FL No.: 62514 08/07/2015 w 4. Florida Building Code Online Page 1 of 2 r Powa DpMTWtd BOS Nome I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff BUS Site Map Links Search B"es ssltpProRuct UsprOValProtUSER: Public 0- Regulation Product Approval Menu > Product 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 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 R Validation Checklist - Hardcopy Received Standard AAMA/ WDMA/CSA 101/I.S. 2/A440 AAMA/ WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 02/ 18/2016 02/ 25/2016 02/ 25/2016 Year 2005 2008 https:// floridabuilding.orglprlpi_app_dtl.aspx?param=wGEVXQwtDquiGtg5bCXRsfAEr... 5/10/2016 Florida Building Code Online Page 2 of 2 Summary of Products i FL it IModel, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC MI Windows - 3500 PW 89102 Approved for use outside HVHZ: Yes 81x63.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions 08-02818.odfFL18644R111 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 R1 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 RI II 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 RI 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 R1 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 FLIB644 R1 11 08-02858.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIB644 Rl AE 513666 F1910 2858.Ddf Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 96x60.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 Rl 11 08-02859.odf 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 Contact Us :: 1940 North Munroe Street, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida Is an AA/EEO employer. CowdaM 2007.2013 Sute el Florida.:: Prtyacv Statement :: Accessibility Statement :: Refund Statement 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 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 ernalls provided may be used for Official communication with the licensee. However email addresses are public retard. 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_Aar r1E https:Hfloridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiGtg5bCXRsfA Er... 5/10/2016 04 v NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 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 MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 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 REOUIREO 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. WINO 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 REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE H6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I REV I OESCRronON I DATE I APPROVED 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. 325OSOLITES. 3250SP, 3240PW. 3240T, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES. 3500HPSP, 358OWP. 3580T, 358OSOLITES, 3580SP, S-350OPW. S-3500T. S-3500S01LITES. S-3500SP. S-3540PW. S-3540T, S-3540SOLITES, S-3540SP, M-350OPW, W-350OPW. W-3500T, W-3540PW, W-3540T, W-3540SOILITES, W-3540SP, 1255PW. 1255SP, 128OPW. 910SP. 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS SIGNED: 0211712016 M650WINDOWSDOORS L0 MARKETSTREET````\\511f z GRATZ, PA 17030-0370•GENs, 1r• 0 5 = SERIES3500FIXEDWINDOW96" X 60" NON -IMPACT NOTES TAT N. C. 08-02859 - /, 'y' - - - S' Aa NTS a>F 02/04/16 SHEER 1 OF 3 1111111111 96" MAX. FRAME WIDTH 2" MAX 10" MAX — 2" MAX O.C. I1 2" MAX J 60, MAX. FRAME HEIGHT SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING r50.01-60.OPSF I NONE NOTES! I. MAXIMUM D.L.O.: 92" X 56" 2. (2) 1" X 1/6" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART#1 Height 10 O.C. SEE CHART #1 FOR NUMBER OF ANCHORS 2" MAX J REASONS I REV I DcScaIPnOm I OAK I APPROVED 1 SIGNED: 0211712016 MWWINDOWS DOORS 5 RE7 o650ESTMARKET GRATZ. PA 17030-0370 r,•G Ny.• Z 0 6 #= SERIES 3500 FIXED WINDOW*• 96" X 60" NON -IMPACT ELEVATION AT OF i s';(0R10,AlDRAWN. on NO. acv N.G. 08-02859 iijS ONAj1 p SCALE NTS e`er 02/04/16 y'E2 OF 3 AV v f APPROVED SEALANT BEHIND FIN 16 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE y6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCK INSTALLAT ION INTERIOR S IrltyDCSCR[PnON I WE I NPPROWEO WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW 11/4' MIN. EMBEDMENT T- 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. WOOD 2. 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 ORA". OwG NO N. G. 08-02859 W-' U NTS I a¢ 02/04/16 1 y'ER3 OF 3 SIGNED: 0211712016 N L. Roberto Lomas P.E. 233 W. Main St Danvillc, VA 24541 434-688-0609 rllomas@lrloniaspe.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: 350OPW, 3500T, 350OSDLITES, 3500SP, 354OPW, 3540T, 354OSDLITES, 3540SP, 325OPW, 3250T, 3250SDLITES, 3250SP, 3240PW, 3240T, 3240SDLITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 3580WP, 3580T, 358OSDLITES, 3580SP, S-350OPW, S-3500T, S-350OSDLITES, S-3500SP, S-354017W, S-3540T, S- 354OSDLITES, S-3540SP, M-350OPW, W-350OPW, W-3500T, W-354OPW, W-3540T, W-354OSDLITES, W-3540SP, 1255PW, 1255SP, 12801701, 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.Opsf. Maximum unit size: 96" x 60" Units must be glazed per ASTM E1300-04. 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 rigid 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 1111111/// Z N S R 0'li(/XGENSF•9cn 0,,6jZ5' TAT OF ; e•:c OR10P• 0, js/OIVALf III \x\\\\ Luis R Lomas, P.E. FL No.: 62514 02/23/2016 r Florida Building Code Online Page I of 4 FL17676.16 r p.:J_ f prMWtdPaick) SCIS Home Log In I User Registration Not Topics I Submit Surcharge I Slats 6 Facts Publications Fec Stag DOS Site Map Links Search Busines Professi - a l jI uct App0US public User oval Regulation Product Aooroval Menu > Prpduct pr Application Search > Application List > Application Detail FL it 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 Ext 2560 bsitlingeromiwd.com Authorized Signature Brent Sitlinger bsitlingeromiwd.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 G Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) standard Year AAMA/WDMA/CSA 101/l.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/prlpi_app_otl.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 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.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH 36 x74 Fin.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.2 13540 SH 136x84 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-50 Other: LC-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x84.odf Quality Assurance Contract Expiration Date 07/27/2020 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 36x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.3 13540 SH 140x66 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 40x66.odf Quality Assurance Contract Expiration Date 08/26/2016 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 40x66.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.4 13540 SH 144x63 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-47 Other: R-PG40. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x63.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x63.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x72.odf Quality Assurance Contract Expiration Date 08/01/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 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 E 1300-04. 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: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 FL17676 R2 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. 52x84.Ddf 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 II 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.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 11 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 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 I0.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 08/28/2017 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 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1767 i R2 C CAC APC 3540 FLS 52x62.Ddf 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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG l ... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 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 52x72.0df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.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.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 FL17676 R2 If 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(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 E1300-04. 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 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 li 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: rack Next Contact Us :: 1940 North Monroe Street. Taltahassee FL 32399 Phone, 850.487,1824 The State of Florida Is an AA/EEO employer. Coovrlaht 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. •Pursuam to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: Credit A ri7FE https://floridabuilding.org/pr/pr_app_dtl.aspx?paramn=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 A Valldator I Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION E-'v67AN 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 TESTEDAAMAMDMAICSA10111.S. 2/A440-08 LC-PG35•-2731x1867 (108x74) Negative Design Pressure = -50 psi COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT DESCRIPTION MAXIMUM SIZE TESTED MI Widows & Doors, Inc. 3540 TRIPLE SH (FIN) FRAME SASH 10817 PVC)(O/X.O/X.O/X)(IG) 2731 mm x 1867 mm 60 mm x 919 mm Code: MTL INS GL)(REINF)(TILT)(ASTM) 9'0" x 6'2") 12'10" x 3'0") 2- This Certification will expire April 12, 2017 and requires valldadon until then by continued listing In the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7327.01-109.47 Date of Report: May 7, 2013 Date: May 8, 2013 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification 4, 4;V-- a ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association 2' typ.. 2' typ. TT 2' o.c. Max. L fl'&A- CLEARANCE ALL FOUR SIDES) WHICH ELEVATION fob' Sir ING Min Edge Distance 1QlF JAMB DETAIL HEAD DETAIL FtASHI BY OTHE Anchor See Section Details) a Min Edge 4' SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Nailing M before fastening. 6 X 1-5/0' SCREW (SHOWN WITH 1/2' SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . SILL DETAIL Notes: 1. Installation depicted based off of structural test report If C7327.01-109-47. 2. Wood screws shall satify 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 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 at 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 inatollotion. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes 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 UNITS UP TO 108' x 14' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) t0O INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN— aaW W.ac V.M.R. 8-20-09 omm aw 3540 Single Hung NONE I I Windows & [>oors Gratz, PA Continuous Head and Sill a'° 3540 SN C H RN I — 0 Florida Building Code Online FL17676.2 Page 1 of 4 F D"" (d SOS Home I tog !n 1 User Registration ` Hot Topics I Subrrdt Surcharge I Stats naFas I PUDllcations I FBC Staff I DOS Site Map I Unks I Search Busines Product ApprovalProfessiVialUSER- public User Regulation Product Approval Menu > Product or Application search > Application Utt > Application Detail FL # FL17676-112 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 CJ 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_otl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 ELEVATION 36' 2' typ. J-8- o.c max. 2' typ. TT e' o.c. / Max. 40 40 A'*"CLEARANCE ALL FOUR SIDES) C 'NAIL FIN' IS A GENERIC TERM WHICH FLANGE) r Min Edge 7/16' JAMB DETAIL HEAD DETAIL IZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REWIRED DRYWALL MUST ACHIEVESCREWIR /4 (PENETRATIOOWNWITH - SHEATHING) INTO STUO.s SILL DETAIL 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 are assumed 2z S-P-F (G-0.42) or denser. Buck width shall be greater than the window frame Width. Tapered or partial width bucks ore 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 at 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 sizes smaller than shown, locate fasteners 2' from comers and no more than 8' 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 +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) Mi Windows & Doors Gratz, PA INSTALLATION INSTRUCTIONS M.R. 12-14-09 do FASTENER SCHEDULE — FIN — MW 3540 Single Hung 11 NONE I I v 1 3540-3240 SH 4 Velidator / Operations Administrator) MI Windows 8 Doors, LLC 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'ih the next issue of the AAMA Certified Products Directory. The approval Is based on successful completion of tests, and the reporting 0 the Administrator of the results of tests, accompanied by related drawings, by an AMNIA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANVDMA/CSA 1011I.S?JA440-08 LC-PG40'-9l4x2i 34136x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIFS 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 867 mm x892 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x 7'0") 2'10" x 211") 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 h, 4-k G tact Laboratories. Inc. Authorized for Certification T Ameri Architectural Manufacturers Association Florida Building Code Online Page 2 of 4 Summary of Products FL tt I 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 11 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 11 Install - 3540 SH Fin 40x66.ydf 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 4063 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: 27676.5 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 144x84 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.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 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 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 1I FL27676 RI. II 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 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.odf Verified By: Luis R. Lomas, PE PE-62524 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 11 08-01247E 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 13S40 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 08-01371D 11.odf 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 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:Hfloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 IFL17676 R2 AE 51301SA 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.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.Ddf 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 11 08-01514 512141.01' Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3S40 Fls S2x84.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.F1N.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 E1300-04. 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 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 - 3S40 SH CHS Fin 108x74.odf ASTM E3300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 8adk Nert Contact us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida is an AA/EEO employer. Coovdaht 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 mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8SO.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 !malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45S, F.S., please dick hne . Product Approval Accepts: ER a Credit aArylFE https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 1 of 4 FL17676.16 RegulationBusinessProfessional r l RaWDptWtd BGS Home I Lop In I use, Registration I Hot Topics I Submit Surcharge I Slats S Facts I Publications I FBC Stall I BGS Site Map I Links I Search I Busines Professl - al[*USER: Product Approval wmk user Regulation Product Approval Menu > Product or Application Search > Application LKt > Application "all 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 Sithriger 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 C 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 12/04/201S Date Pending FBC Approval Date Approved 12/06/2015 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 IV Florida Building Code Online Page 2 of 4 v FL # I Model, Number or Name I Description 17676.1 13540 SH I 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-SO 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.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 11 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 11 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 j 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 144x84 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:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGI... 5/26/2016 n Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 117676.7 13540 SH 152x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R2 II FL17676 R1 II Install - 3540 SH Fin 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 II 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 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.odf 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.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 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 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 H 08.01371B ll.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.Ddf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 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:Hfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 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.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 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 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(12775)A2726.01-109-47- 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 E3300-04. Installation Instructions FL17676 R2 Il 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 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 1O8x74.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 Il 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: aaek Neat Contact us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer Coovrlaht 2007-2013 State of Florida.:: Privacy Statement .. Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. If you do or want your e•mall address released In response to a public -records request, do not send electronic: mall to this entity. Instead, contact the OMCe by phone or by traditional mall. It 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 It they have one. The email$ provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: C red itSAVE https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 II Validator / 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 drawfngs, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA1WDMA/CSA 101/I.S. 2IA440-08 LC-PG35'-2731x1867 (108x74) Negative Design Pressure = -50 psf 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 nrm x 1867 mm 060 rnm x 919 mm Code: MTL INS GL)(REINF)(TILT)(ASTM) 9'0" x 6'2") 12'10" 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' AW X(!ci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association ELEVATION 108' 12' 0.C, 2- typ. Mimiim ` 2' typ I TF 2' o.c. mox. L A-tivCLEARANCE ALL FOUR SIDES) FI - IS A GENERIC TIE WHICHTOOBECONFUSEDWITH'1/2' 1 HEAD DETAIL n. ASHI BY OTHI Anchor See Section Details) Min Edge I{' Notes: 1. Installation depicted based off of structurd test report I C7327.01-109-47. SIZE HEADER AS NEEDED 2• Wood screws shall satify the National Design Specification for Wood Construction for material type and Caulk under ENTIRE dimensional requirements. perimeter of Nailing fin before 3. Wood buck installations are assumed 2x fastening' 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 at 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 SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of the installation. j6 x 1-5/8- SCREW (SHOWN WITH 1/2- SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD. . SILL DETAIL 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes 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 SNOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) S THING Min Edge Distance IV on no JAMB DETAIL M1 Windows & Doors Gratz, PA INSTALLATION INSTRUCTIONS 11 V.M.R. 6-20-09 do FASTENER SCHEDULE — FIN— I° °"w 3540 Single Hung I NONE I I v 1 Continuous Head and Sill -' 3540 SH C511 FIN- w' Sr ( 1 r ") Page 1 of 4FloridaBuildingCodeOnline r g Business & Professional Regulation 0 ow. - - — woi j( SCis Home I top In I User Registration E Hot ToWO I Submit Surcharge 1 stars a Facts 1 pubikations I Fec stars I Bus site sup I Ur" I search I Busmes,,. Professi nal *USER: " Nc User "a' Regulation Vroduet annroval Menu > Bmduct at aaelkatloir Search > peeliotbn lJst > Appllt2tlOn Oetall 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.joyner@amerr.com Brandon Gentle brandon.gentle®amarr.com Brandon Gentle 165 Carnage Court Winston-Salem, NC 27105 336)251-1308 brandon.gentle0amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner®amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer E ' Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE-D048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE 1 '! Validation Checklist - Hardcopy Received r r u r i 'r•-r r Referenced Standard and Year (of Standard) $ia11111Am Yea[ ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEV XQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 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 Summery of Products FL V Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-110-11,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FLS302R6 11 IRC-6009.110-11 Drawino 7-10 FL.odf Verified By: TOM SHELMERDINE 0048S79 Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region FI5302 R6 AE IRC-6009-110.11 Report 7-10 FL.odf Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FLS302 R6 11 IRC-6009-100-i1 drawin0 7-10 sealed.odf 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. FL5302 R6 AE IRC-6009-100-11 report 7-10 sealed.odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedInwind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-120-15,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.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: NO Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R6 AE IRC-6009-120-IS Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.4 Stratford (M600); Heritage (M950); I Dwg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 II IRC-6009-130.1S Drawino 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: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use In HVHZ. FLS302 R6 AE IRC-6009-130-1S Reoort 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FLS302 R6 II IRC-6009-140•IS Drawino 7-10 FLodf 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... 7/20/2015 - Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R6 AE IRC-6009.140-15 Report 7-10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.6/-42.1 Other: Design Pressure +35.6/-42.1, 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 FL5302 R6 11 IRC-6009-150-15 Drawlna 7-10 FLodf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third party: Yes Evaluation Reports Created by Independent Third Party: Yes I5302.7 I Oak Stratford Sum(t 00); Heritage (M950); I Dwg. IRC-6009-169-15,Thru 9' wide. I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.3/-51.2 Other: Design Pressure +45.3/-51.2, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FLS302 R6 11 IRC-6009.169-15_Drawina 7-10 FLodf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.8 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-1DO- 15, 10' Thru 16' wide. I OakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 11 IRC-6016-100-IS Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F" 102 R6 AF IRC-6016-1DO- 15 Renort 7-10 FLodf Created by Independent Third Party: Yes 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016.110-15, 10' Thru 16' wide. Oak Summit ( M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 18.3/-20.8 Other: Design Pressure +18.3/-20.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 11 IRC-6016.110-IS Drawlna 7-ii) FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016-L1O--IS-Report 7.10 FLodf Created by Independent Third Party: Yes 5302.10 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-120-15, 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: + 21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions FL5302 R6 II IR-6016-120-IS Drawing 7.10 FLodf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.11 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wlde. I 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 Fr S302 R6 Il IRC-6016-130-15 Drawing 7-10 FL.adf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15302.12 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit ( M650) 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 IfVHZ: 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 seaied.odf Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R6 II IRC-6016-140-24 drawing 7-10 sealed.i)df Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302. R6 AE IRC-6016.140-24 report 7-10_sealed.01 Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, ID' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6016.145-24 drawing 7.10 sealed,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-6016-145-24 report 7-10 sealed.od[ Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC-6018-110-15, 167 thru IS' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 Il IRC-6018-110.15 Drawing 7-10 FL.ndf 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-6018-110-15 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 167 thru 18' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 Il IRC•6018-120-IS Drawing 7.10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +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 Report 7.10 FL.pdf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 0.1Ck Ncal Copes :: 1940 North Monroe Siren, Tallahassee FL 32199 Phone: 850.4117.182e The State of Florida Is an WEED enipbyer. Coavrioht 2007.2013 ate of Florida.:: Privacy Statement :: Accessibility Statement •: Refund Mailmen Undo Florida law, onall addresses are public records. If you do not went your e•mall address released In response to a public -records request, do not send electronic mall to this entity. Unread, mirlacl tin office by phone a by traditional map. If you have any questions, please contact 050.487.1395. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012. Ikensees licensed under Chapter 4S5, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the scerisee. However emaill 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 available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick b=. Product Approval Accepts: WOME uwuriN9u. THic. am - Ahttps:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDyunL7seVZMF... 7/20/2015 i A&WTAILC VOU.Vt CAwml ATTACKV V, (a IRA' . Vr A KLT A wo Pq FACatT 16 6•. wLV. QSrKNRAL TtF ROLLER 5"OU"T 7T• KS VIM III. . 31.• K. K•e scRCvs r4 RAC ar Yttc(IL EtST18Ei 1 we @r[ z rat s I•w RXATArC CORK I'm •TT•PCo VI (AI Vr . U. MCM 14o TOIM TYPICAL STILE STWrC.-tR%1 YTS jQ rUIC . a .•GC Ll l O ! roz STILE ouEoo Ts 4V IY/% L.-at n E 0 " P 7lJTiR VOWS POVaC To " U INSIDE ELEVATION (62 m KIM OPTIOWL M r3 ITT WallsTaiCTED VIVA AM LACK N O•. ORAL(( MC% 14@ SOtEVSCEW" CID ICOQ AnAao AT CMO w0 C(MTCe 14 GAP IM ATVI (D Vr . 3/4• STILES 1• W 1l@Cs •nKKo K. WAD sopm VIM V.- . Si.• 3. 2TA sreVl2 6 wx HEAD SCRCVS n•CKe V/ IV 1.4A 11RAWCVr . 3/.• Ka ROLL" CA"M*S ATTACK@ R W" SDCVS AT TO EID SIQE W (O V•• . S/•' DCACMDO %r LE IE1f MEAD SCREVS ra Cap= w• r 7-LLL sTm w•nld r ),-e•1L STm Ot wtw SORT STp RaLCRS Pan SICV •OLLCes ViOfTHICAS 0 Scw(TTS mcm-nKAzO SKwTS TWICAL miTON 6RROEET/ YTYPICALDURASAlEENOIIIS& j T rr,t rPi rT en• aA . 1_yIr 1 saT AnAIYm W Aue VE (a OW 113 SO DI KTfil. JOIa M•OaT ST@ d SR VLRIf lnWlS O SO WC Iel. 2 OR KMI ao w CCIRu ae 4w. "n 7/Ir OY eaT r4m 31"4i (I) /R ma Ala YR w rYnO( TOLs TRACK MOUNTING DETAIL M.T.3 Ll=O0a.IO fruoct vac TRACK cowcIRAOOH FOR 6Y' to TO le TAIL DOORS Y SECTION A -A (SIDE NEWT _ YTS sI' VIWM . %, P.µ. gSnHg-p i! Ir16HMT I•'a tCt ': No 004870 IIY. a rT7 Y: , Vs - 26e Rss 1$jy u.@cs TEST LOADS '.;(C.. . 1'' iii psJOMA6 ENS` VCHT BETA 6 FL vrancAas ne gem '--- THE METHOD OF TESTWG WAS IN SU35TANTIAL I"'O ° zx; s 4ilr `ROT CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM a.R i i ryul ee F Itow w v x uu E330 ANC AN9/DAS11A 108 THE PRESSURES SHOYEf ON c O.oI Irr Al •. S elrr aso O•Im v, I" ' • -'•'® ORAIMNGS WM CALCULATED USING ASCE 7-10 WITH THE S own .0 MAm@.c aL a ouom •-,FAC@nm rOLLCW4 PARAMETERS (5 FEET OF DOOR MOTH IN THE EN w •OT.Im — sl' .w a ar m- n @ARIA as wv r.a a a a w /w.'1 •slim R.Io Men ZONE. ROOF AT ANY ROPE). oe•aar aIIInT IMNO SPEED MPH I55 141 134 126 122 a'^O"10 s"'RaP ° •"" a ® A A •I>!I A•rymO.11 ORA@ NI M LiOf EXPOSURE lELE1 B C C 0 0 L Wl a IVdalllA l ler QM` LOAC IO.OI atq MEAN ROOF HEIGHT 30' 13' 23' 15' 25' "a ' CA— rho f ` a"••"a IaAr vllaTOhtNLIL Re Plm MOOKL #650 OAK SvmwT w/owasate MOOD, /600 57RATFORD w/DanSde MODEL 0S0 HEWAGK w/DamSefe Shen, ae, numb k OeII Summit Pea al 8 avaR W MQ OO(6/41 RW:M1 IRC-6016- OBST) If AM MC SmIaT INC f ITTAy(D T[t=V { OPTIONAL SHEIRT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 7 rNG SVQVT LOEA70 O/ TIE TOP ANI I01T01 Q GLUED SECTION WAD SRVI AT CIO AND CEIts 1•-//r TtaLl OPTIONAL smostT PANEL TOP GU2ED SECTION (STRUT AND STILE LAYOUTS) Tavr lo- e• oil OPTIONAL Law, Pam TOP GL& SECifRT <STIRIR AND STILE LAYOUTS) IDNC ti)6 tLRSC 0 101 .9d.0aE t/V ON 0=5 Is,* arHOOI tsb .oE Dom U33 n 151 "K wft ,NE sWA PANEL aAm OA a® SELTIOIS W000 JAMB ATTACHMENT TO STRUCTURE ICTUQr S/1 I• LAG IiO1EK SI(IRt1,Ai 6• rm. MEN IA• O4 (1 1/2' CNIEDNENT) will Arlstmogrgr in pm 01 KLrI NII QT 3/r ITA• STAffTpG i• FIRM, CI(OS THEN 24' OL tt 1/2• EKKINENT) Ann SLEEVE ANPQ 3M r e-3/4• STARIINO •• fRM, CRISIS TIC" 24• GC O VA• VIKCWNT) ITVAbu=T RCMEAD CTftF T) 3,• S A• STARTD,S i• r1W V= :KN eA' OL CE Ifr ENIEIiENT) VFRrI[AL LTIJ &UA N T_IGJIILIIV'f;-b Kt SONFUN 1/4' K r TITEN SCREK SIK DIG A• FilOt ENDS. USE PAWS Or fASTENERS q• APART$ AT TV 01: (1 I/Y' ENIED•VN) KLIT T/A' E 2-T/A• KVIX-COI II• SOIEK STARIIW i' fRON WOS. USE /•OK Of fAS70RRi (r ZT) AT IV Of- O 1/4' DaEOIENi) M6 1 SLEEVE AAtCtQt A STARTIIO2-fSA' OG tl 1/4 ENIEW—OM 07t. USE Ir WICH RS fOR rRLOV C-10 RAW L•GS AND TELTS CAN K TpYrtIRIE•SCTOPROVIDE A rLUSN ,OPTTDIG SURFACE• IPREPARATIO, OF VOOD JAM )Y OTHERS COCQTE NOLLOV V m GIAUICD STIAMK SIRLC' TWE STRUCTURE S7tl1C111 iTt••WO O• )GN SHORT PANEL GLAZING rASrEN01 DETAn LOW PANEL GLAzPG fASrEMER DETAIL NTS• N7S. GlodltTla MD1001/ iRAME OPTIONAL Coma INSERTS r1AiN uv PIIOi£cT1Or WAIN UV PROTECTION I N. 3/J2' MCK SS6 GLASS Mry r u f1jm 1+ 1 C 7 .' .v Nrb DRY) L i PQ • 7%r'rAN inDTa u uer" Loo r.AO wosF R.[ MOLDED INSIDE iRAW C • SEC ON B-E AVAILAW TRACK CONFIGMIRATIDMS N•T. s. SIZE a n$_ F: E%c6ma3OCSION.Z1. 4W2i 2,A SF TEST L0Ao9PSF A• ^: '. y V A FL 2 KI E.a I N3 CINDAIZ COP) VD6 TO fKfK NL Oe MODE. /6W OAK SUMMIT v/DMr&W* MODE, j600 STRA%Rl v/ *Sefo MODE. /•SO NBMAGB o/DorrLST1). Short• Woe• Plush t Oak Sommll PAOTI's 16 WAVIT QU O! M/W% DMWONIO B am IT LE CAW MII/I1Qi IRC-6016-110- DQIiOT n - n - C7Ui Tim 28® vim'-v, man e MUAmL LljW---ILLUl luva7lan" v lzuL u slc c v alAA=I LU IuJv lr a r.1eaJ e eam v®L*-NEMR-LB ealusr.[u l L E1ut L: LOuliLow w rl" vel1L--1MILMIL l atvE--AJMM enaaa F le uu Vr mu-x.-.,,- t73lE ll"lra R?d7euMF:IJ IF1'J tiL7 1t11MUZmaulzSJV 2J ltlla7wmARlllvFttiaFe: [s F1L ICLII sl l Vr NUAlJWiLlim-t•lt6ll.I ltalv-7E!lll=il MRlLX*uAvaz->•t etrl,cisli a:E leu_'iF t!L']'•-'r'"'-t'RdAI W•--E=SAIL1Jyr.-: r r-SFr[: l:I I Ll'37 CI7!••-Ei'i'11i1:11iSJ LI7 e l laa L+^6'S>t l:Sal3aiFJ:'1 L.1 k e; S:.l Ce"a*.-1 w7 mmmQ® QJi m m® mom® mmmmm® mm® mmmm® mmmmmm m®®mm® mmmm mmmQ'm m®® egv: r'P.ZII2IlICID l ti->•l 11'J L.7lilll I'1 a.•7cR:.l1: l:'Z'.'J llll asL-F']EaZ'SJ C':5.'1 MIZE III" m Ram Es"LSkL1'.•r-'t•snll'.']l'.:L'1 QJ!•7E:iAla2A L-MW--L NPJA QiIE•':7FS'llli'=111•:.5=] 1J L7F S.1 7lL•''SJ t.lJ l mLm3ml LT-lSI 11i7Ll&j 1211 r'•---F'SIIT[ IC I lICJ JE:fl l=sl lRaZ li.i7Qml>•k:S1L17 F-.n Iii LT-f_T•I IOy'7 l IIi'''-'EIlMUM=I,=lF- 1=11 1•lII7l-!7EI7Qi7ML!CMUA L-'Uu-u B7IIT.•r-RaMtry&amCl_r lII'7 L.'7F'L n•r. •1::2_] lii'1 r-.rr,,•a•Im c.14i1J lZ2iE lII1lIE7 @ltr 13F1lI17@lL.7 k(LiJui.,,i Juaj lCtl'•-r_,--r, illt iWAR-AA lii7l/6l@]'.Tl•r-E,[,n I:.[[1LS:1 ta-..ML&Ul1':1l U== W-AMER m l:Zl 22ABLU1 MllLa'-L'llll:l':16iLJ all l F'I-n uu' ilE Ei>llel I:IJ L'7l:ll l7lJRumW-INUMULLA MlJ l.iJ` l.ill7tliQ1i' ml 7 sillas'F:iLt:'SL L1':J li:2:.t•t+rl silllilt"'La:'.7CLsills]Sl l:Yl sill•'-• l E.•.-ns-.n-l.:I S^'I"LLl1:IfL li1SL l:1tJtZ7l3L l UERM-mlomla1NMI l lf r-Li1;7[ry-1f isIQL'dlu 1.7L] t FI=1:21 17 11:u'"1•lit'.IQtiJ l_L'IYI=i71 fi26-1 e L-®l:Fl L11: r-l:iilllJ 1•lt'',:Cl':1G2_7 f.iZ:'JQIiEill2_S'7 l'.-r.-r-r.1.1.1 1 itYI:ZI:IG_1 LF31 L'-"C311:t1 AAM iFllL'-i.47CL'][II'-'ifiB3i'iI_T'J ls l-'-s•r_-: IFQE l31l3I c ll:ll ikL l F.J.1li2i1 Q':i': L:L7 IFI L''-FiIi:1 lFi C1l:iC!kLS=JYi.tlllJF] OL:l1C:l L701 I-IMXJ IFYIE MaAlLfl uml3al-saliE.-ozv i'znm el r,TuR=L-W.. l[r:0.'L•] ME" T'1:31 ILUR Ai'"aT. C'i"712LI' i J mllo iF3.'1:3'LI7®mYilZLiL"] lF3Il vaANLaRaZlalvo ai ulwiunmu[.', ML"NL-Ml$xwA1 1I17 lIIllII1 1Lr'F1'J{iLJ::. tii[\: IfIIL•1 Qt7'-r•r,-C'S 1pl3LmiiFi2 l''S_J 17:73.iv; ear aeoou+e'cr sEwaam+aasa+ J K L M N T s:w avz w nvz slwsevs®vim er ev svrlewavr3ewvvrs.welvraw esvz e svzawavt waevr w9vzaev v,vz vv s vz u WIN vz m v m vz sI w yr v a vz 9 w ea vv svr,ewavz a ovzs<welvratw>evz vow m av svtlewavzawaevz®wvvrlswesvz vsv a vz av svr,ewavzave.vvzwwvvte,v eevzlotw Iu ry svr ew avz aev ovz sFw st vz atw nvr vo e w w Iil Ire svz,ewavrsvemvzeowarvr svossvzveWmov:Iuw a av svr>ewavzovW evzeowe+vrelweevaro:w+oovzuove 1133vz I26 vile avzav avzsrwelvznwlevr®wa Ivew,tsvZlaw vr uv uQ svzle svrlsv vtav avz ev.vvc®wvrvie+v e3vslazw2avvz+aw>avz>awulvz vzvowvavz vwesvzvswlaivrll.wrnvr+awlas t/v SYI eW aYl W 6Y! 9Vt QIW VZ a:w aDvz iW wvz wW 19 STRUCTURAL SOLUTIONS, P.A. tructural Engineering • 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: 12/6/2012lAmarr Model # 1600 Test Pressures: 32.7 psf, -37.2 psf Test Location: Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5; Any Roof Slope. Enclosed Building Ex . B, 30' MRH Ex . C, 15' MRH Ex . C, 25' MRH Exp. D,15' MRH Ex . D, 25' MRH 155 m h 141 mph 134 mph 128 mph 122 m b Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 16'-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 2 1 " high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts, except I strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each end stile and one 14 gauge galvanized steel center hinge at three interior stiles a5 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 Testing: 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 named with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. 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 1 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) 01e11oeoo Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" oo sl. sqt Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin v e,,,h;.•%r, [jyF.Q 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 0w .ram, F. •O ; glass minimum - meets ASTM E1300-04) may be installed in 1 section : No t;^ ' Submitted By: 00oeoetitieeso d STRUCTURAL SOLUTIONS, P.A. (F)orida: dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenue a Greensboro, North Carolina 27410 • (336) 856.2686 • Fax (336) 856-2687 • NC Finn #C-1096 I Florida Building Code Online a t v-t -`=r b Page 1 of 3 Z -fine- FL•I 5337.E RegulationBusiness & Professional rg aQi Rc jef BCIS Moms I lap In I User ReplstrMon ! Ha Topts Subrtdt Surcharge I SLh S Faft I Publkatloro FBC Staff WS Slh M•p Wks S OrO Bus!nI IeJ 1 Product ApprovalProtessiI ®USER: INNIc User Regulation Product or Atiot cation search,:.. Amy"tlen Lk t a Applkaftn Oetan FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FI-15332-R2 Affirmation 2014 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger®miwd.com Brent Sitlinger bsitiingeromiwd.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. Urlth, PE I) Validation Checklist - Hardcopy Received standard Xur AAMA/WDMA/CSA 101/I.S.2/A440 2005 WWI 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 0Yes 0No UN/A https://www.floridabuilding.org/pr/pr_app_4tl.aspx9pararn=wGEVXQwtDqtH8572qvdW1... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products FL S Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R2 II 08-OOS00C.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 FL15332 RZ AE 510807aim PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 •11 08-00498C.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 5108056.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 FLIS332 R2 11 08-02248A.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 512968A.Ddf 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 It 08-02249A.Ddt 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.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-022SOA: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 FL15332 R2 AE 512970A:Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96'x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00499C.Diif 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 FL15332 R2 A[`510806B.oef PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD https://www.floridabuilding.orglpr/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 FL1S332• R2 11 .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 FI15332 R AE S1080119.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 FL15332- R2 11 08-00502C.0f. 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 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL1S331, R2 AE 510809,.,df 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 FLI5332 R2 11 08-00503C.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 AF S1081013,6d( PRESSURE RATINGS Created by Independent Third Party: Yes 1 Contact Us :: 1940 tiorth Nonme StrreL Tallahassee Irl. Bone: 850.487.1824 The State of Florida Is an AA/EEO employer.=rrleht 2007.2os1! mate of Flerlda..:: Privacy Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your *-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.2750), Rorlde 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 emells provided may be used for official Communication with the licensee. However emaa addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emell address which can be made avallable to the public. To determine it you are a licensee under Chapter 45S, F.S., please click bete. Product Approval Accepts: 0®MORE Cred t!(:ArdE https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW]... 7/20/2015 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF TrIE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO 3E DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE., FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4.. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 5., FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6.. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS 1REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE 0= 1/16" OR GREATER OCCURS. 'MAXIMUM ALLOWABLE SHIM STACX TO DE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EOVAL OR GREATER THAN 1.0 00 NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING 1NT0 WOOD FRAMING OR 2X BUCK USE B10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE., LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLAYION DETAILS. I I; FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TA°CONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER), O..METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15, APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS _ SHEET NO. DESCRI=TION I I NOTES 2 — 3 ELEVATIONS 4 10 INSTALLATION REM90NS RLY OESLW v 1 0 1F APPRMO A ADDED CHARTS 03/05/12 R,1." E REVISED PER NEW TESTING 10/29/13 RJ— C ADDED FIANCE AND FIN: INSTALLATION 12/06/13 R.L. SIGNED: 12/0&2013 MI WIN 00WOLlC 1 W. CROSBYRD CARROLLTON, TX 75006 A W/l. v, GENB• qiP, OF •Lr= SERIES 420 REINFORCED SGD 96" x NOTES scxE NTS °" 02/ 23/09 08 500499OF 10 C L-7 D r I Fi HI 6" MAX 96" MAX FRAME WIDTH ANCHORS TO 13E EOUALLY SPACED 2) ANCHORS oER LOCATION SEE CHART 95 r FOR NUMBER OF LOCATIONS l REOUIREO — 6" MAX IAX AME 1GHT i 6" MAX SERIES 420 REINFORCED SGD- EXTERIOR VIEW DESIGN PRESSURE R479VG IMPACT RATING t40.0PSF NONE WITH 2-I/92• SILL SEE CHARTS II AND 02 FOR OTHER UNITS RATINGS DESIGN PRESSURE R477NG IMPACT RATING 25.(Y28.6PSF NONE WITH I-It7slu SEE CHARTS #3 AND 14 FOR OTHER UNT S RATINGS 6' MAX CHARTII WITH 2-1)w* SILL WHERE WATER INFILTRATIONRESISTANCE IS REOUIREQ ccc N = a cuter n 1f chat Ffwm tO11 s11e a HW* I solo 34.0 Imo Wo goo CNG& W Pw ANf 7zoo Pas mm 14. 0o va f4. 0 40. 60 40a 2 40A fti0 40A 4 A q.l Vj4 wlSiA51As0.1' fR0 40,0 40 4f CHART a 141170, 12-142'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Desf e111f/r Fnm 6ilytoomwoandTtmtFmmlVfd1U010 P 7so0 MAD ff,0o WPM, I N4o pas Nq a WA I amo 552 522 522 • 43.0 a wA_ t .a 4f.1 4 t ozo 56.6 51 11 46.t 1 4z4 42.4 ffA 492 4 4M90115 ADDED CHARTS 03/05/12 R.L. REVISED FE.G NEW TESTING 10/29/13 R.- ADDED RANGE AND RN 1.%STAL1AT10N 12/06/13 R,L. CHART hG WITH I-11rSILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. C• cc NATO a cmc=r' cM/ f F1f11O titlfbPsnelandTottlfhlle OA y 1 oA no - 4zo of CN faoo 0o Pw Nth Pts ltto Pas Iwf Ito 4 .e A ,4 , 25. s7.t• 34A O 452 25 ma A 352 25, fL0 2 CHART M WITH I-V2•Slu WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 0 1Qa@J/F E E:blt lQ' JE: t E.IF. lLim Kam W-M&M"Imam"lui CHART IS _ M1 efaamar, OG o1u _.. 390, folo 7sA III KC JsmbM55; i4aeae a6 ft e a e e e e e F. A. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 420 REINFORCED SGO 96" x 96" ELEVATION 08- 00499 s" CE' 2 OF 10 M FR HE 196 MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 6" MAX FOR NUMBER OF LOCATIONS REOUIR"c0 — 6" MAX 6" MAX I AXAX L11E GHT I L l 6" MAX r SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE 1M71,I2-1W SILL SEE CHARTS f / AND a SHEET 2 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 250-26.6PSF NONE WITH i-t/rSILL SEE CHARTS RT AND fa SHEET 2 FOR OTHER UNITS RATINGS A JOFO C`IAms 03/05/12 P..L. REVISED PER NEW TESTIt1G 10/29/13 R.L. AOOED FL4V:.E AND FIN INSTALLATION 12/06/13 R.L. CHARTAS Number olandar loutlons rwArwd s flrodWdTOM L"AV42h(W Falb 0, 1 sm sea ao 4810 9ao ma Tao uo Nis iamb NL4 Amb Nis iamb Nt3 Amb CO s a s e e e e e 8" s a 92a s a s a a 6 a a 990 s e s a e e a a 5 3/ 8" --_ 2 i/ 32" 2 IW SILL ALUMINUM 600- I S.= THICK 5 3/ 8" T • I 1 1/ 2• SILL ALUUMPA6069-T5 A55 THICK MI WINDOWSD LLC DDOORS DOcRCARROLLTON. TX 75006 J GE! SERIES 420 REINFORCED SGO x 96"FIN 4-.AT, i96" ELEVATIONg A. 08 00 99 C i s10 Al oA.e NTS 02/23/09 3 OF 10111 m 10111111 4 RVAS,phS 1 /2" MIN. I _ ! SCA Pi4H — DATE f EDGE DISTANCE I A aDDco CHARTS 03/05/12 R.L. 8 PEVIS£D PER NEW TESTING 10/29/13 R,L,, _ ti 1 3/8' MIN„ A.\0 F114 1'4STALLAi10N 12/06/13 Ry_, WOOD FRAMING ERG9[F)4ENT OR 2X BUCK BY OTHERS t MAX SHIM f/10 W000 SPACE 1 3,18' MIN. 1/a' MAX, SCREW LMcEOMENT r SHIM SPACE T -. I INTERIOR - i 1 ,2` MIS. EDGE DISTANCE EXTERIOR INTERIOR 3i I SILL 1`0 9E SEI IN I milli A 8ED OF VULKEM I16 i Q 10 WOOD CONSTRUCTION AO' ESIVE SCREW l OR EOUA_ SEE SHEET 3 10 WC00 W000 FRAMING • FOR SILI. OPTIONS SCREW EXTERIOR OR 2X BUCK BY OTHERS WOOD FRAMI,vG JAMB INSTALLATION DETAIL O B 2 X B ERSBYOTr!ERS WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8- MIN, EMBEDMENT t VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION I i MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO O\9;:+1 7 i.• CARROLLTON, TX 75006 J.'GENB•:9 p_ NOTES: I SERIES 420 REINFORCED SGD 1.INTERIOR AND EXTERpRFUpSF1ES,BYOTHERS, FORCLARITY FRAME INSTALLATION DETAILS V—AT OFMOTp RIMET2PERIMETERANOJOIMSEALANTBYOTNERSTOBE 0%tw OM`G J, 1 DESIGNED INAC'CORDANCEWTTNASTMF2102 F.A. ' 08-00499 , Rfv FC 0R1C. \ a'/ xue °A 1 5ia7 7/IVALII\ NTS 02/23%09. 4 OF 10 I METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /4" MAX; SHIM SPACE Lr- y E SELF SMS OR SELF DRILLING SCREW EXTERIOR J INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION TO BE SET IN ED OF VUL.EM 116 JSiRUCTION AOHI:SIVE EOUAL SEE SHEET 3 FOR SILL OPTIONS 10 SMS OR SELF DRILLING SCREWS MEIAL- STRUCTURE BY OTHERS t /a" I.AY ca,cnrrro A(iDEO +Ah".S OS/0S/52 R,L.: FEVI5E0 PER HEW iECING 50/29/13 R,L ADDED FLANGE AND FIN INISTALLATtON 1 1I/06/13 JR.L,. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC N A^ / 1001 W. CROSBY RD TX 75006 Q? CARROLLTON, J v GENs s SERIES 420 REINFORCED SGO Z. 0 NOTES. 96'• x 9O1.INTERIORAND EXTERIOR FINISHES. BYOTHERS. FRAME INSTALLATION DETAILS E OF ;1 NTYOTSHOWNFORCLARI2PERIMETER AND JOINTSEALANT BY OTHERS TO BE iy O puH: Cv DESIGNED INACCORDANCEWITHASTMEZI12FOB-00499 NTS ',02/ 23/G9' ISHESS OF 10 1 /2" MIN. WIN orscaz-pa: EDGE DISTANCE A ADDED CHAWS 13 0 1 / 7sb' z 11g'' RNSEC DER 14EW tE:STt%G RJ- 7:7 C ADDED FLARGE AND FIN INSTALLATION 12/06/13 I:RA. 1/4" MIN, COPICRETE/• EMBEDMENT 1 -1/4- MIN. MASONRY 1 EMBEDMENT BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL IX BUCK /4- MAX. TO BE 2 1/2-•SHIM SPACE PROPERLY MfN. ;y INTERIOR SECURED SEE NOTE 3 EDGE SHEET I DISTANCE j— l 3/ 16" TAPCON 4/16" TAPOON --el COWCRETE/k'IASI NRY EXTERIOR INTERIOR BY OTHEPS Ll r SILL 10 BE SFr IN A 8--D OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16- fAPCON EXTERIOR SEE SHEET3 JAMB INSTALLATION DETAIL, A C 0 0 OR SILL "UCKFOROPTIONSOPTIONAL 'X LICK MASONRY/ CONCRETE 10 EE PROPERLY CONCRETE#MSONRYIINSTALLATICIN 8Y OTHERS SECUIR-0 SEE NOTE 3 ShEir I NOTES. 1 1/4" MIN. I.INMRIORANOEXTERIOR FINISHES SY07WERS. EMBEDMENTNOTSHOWNFORCLARtry. Z PERIMETER AND JOINT SEALANT BYOTHERS To BE DESIGNED WACCOROANCEWITH ASTME2112 1/2- MIN, EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRYMrAM-AnOIN MI WINDOWS AND DOORS- LLC --- 1001 W. CRD CARROLLTON, ROTXSBY 75006 I .' \ ovNoiSERIES420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS T 0 F.A.. 08-00499 C sro-r NTS I DA'c --()Z/23/19 ISKTT 6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS em 10 WOOD SCREW WOOD FRAMiN( OR 2X BUCI BY OTHER! EXTERIOR 1/2" MIN. EDGE DISTANCE 1 3 8' MIN. EMBEDMENT 1 MAX. SHIM SPACE I10 WOOD SCREWS INTERIOR 1 BE SET IN OF YULKEM 116 iUCTION ADHESIVE JAL SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION WOOD FRAMING ORV BUCKINSTALLATION MIN. ENT 1 /4' MAX. SHIM SPACE 1 3/8" MIN. EDGE CISTANCE 10 WOOD . SCREWS R£ffJ07:$ REv -- CeaC9PIg1V — On1C IPPRo eW AMEO 0"RIS JJ/OS:77 HJ.. Q QENSED OCR I4EW iESTING 10/29/13 n.L C. 1,%DLIED FLANLE ur10 FIN INSTALLATION 1..2/06/13 J R,L., INTERIOR EXTERIOR mil= JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMING OR 2K SUCK MTALLA77ON OR 2X BUCK BY OTHERS MI -WINDOWS. AND 00oS LlC 1It.:t0 1 ceoser J GCARROLLTON, TX 75006 tic- SERIES 420 REINFORCED SGD NOTES:1 1,INTERKN9AND EXTERIOR FINISHES, BYOTHERS, x 96" ALLATION DETAILS FLANGEINSTALLATIONiF, OF A -,' NOTSHOWN FOR CLARITY 1r QR{ C:'6 Y, PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED INACCORDANCE INITHASTME2IT2 wtkw ; Cw ns. 08 00499 R1 % C ! ii aNA i,`` I rw NTS 02/23 ,09, 7 OF 10 I METAL STRUCTURE BY OTHERS 10 sMs OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4' MAX; SHIM SPACE jIO sM5 OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION S;T IN VULKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS 1 /4" M.60'.. SHIM SPACf ECGE DISTANCE t T 10 SMs OR SELF CI?ILLING SCREWS METAL STRUCTURE Y OTt EPS QiSCI.1P710V _ ____ - d.Ti AC PpVLfi A'vOFO CHLRTS 03/05/1: R.L. KaWSED CEPNEWY -E3r-N^ P0/29/13 R.L.• A] OEC FLANGE aNO Flli INSTALLAT,ON 112/06/13 I P.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES. I; INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOTSNOWNFORCLARf Y. 2PERIMETER AND JOINT SEALANT BYOTHERSTOBE DESIGNED IN ACCORDANCE WRHASTME2112 bll WINDOWS AND DOORS LLC RD CARROLLTON, TXB75006 I Z i', • i SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS A. 0 « 0. 08-00499 C NTS 0' 7 02/23/09t-8 OF 10 7 2MIN; 00E CISiANCE 1 1/4' MIN. f f • `• !i . EMBEDMENT CONCRE FE/ IMASONRY - _ • - " 1/4am MAX.- BY OTHERS, SHIM SPACE OPTIONAL - 1X TO BE PROPERLY [. SECURED 1 1 L SEE NOTE3L•( SHEET I 3/16- TAPCON i EXTERIOR INTERIOR i SILL TO BE SET IN A BEO OF VULKEM 116 3/16" IAPCON Id 11 CONSTRUCTION XOHESIVE OR EOUAL SEE SHEET 3 MASONRY/ FOR SILL OPTIONS BY OTHERS 1 1/ 4" MIN. EMBFDMENT f l 2 1/2- MIN. OGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY INSTALLATION REvSO:R s110F0 CRAWS 03/05/17 T. L. RE'ASED PER IIEW TESTING 10/29/13 1 R.L. 0DE0 FLANGE AND FIN INSTALLATION 11/O6/13 R.L. 1 1/ 4' MIN, EMBEDMENT I I T 1/ 4- MAX , SHIM SPACE INTERIOR MIN. EDGC DISTANCE I 3,' i 6' TAPCON— CCNCREILiMASCPIRY BY OTHERS N, o. a D 1EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETEANASONRYINSTALLATION TO BE PRROPERLY SECUR_0 SEE NOTE 3 SHEET 1 NOTES., 1 _ INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJO/NT SEALANT BYOTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 REINFORCED SGD 96" z 96" FLANGE INSTALLATION DETAILS F.A. 08-00499 5mr NTS dtt 02/23/09 s'11`9 OF 10 cE'N8°'' OR10*: r s10NAL1 ASr5Ax5 W000 FRAMING -,, t :4' MAY c1 fCSCF PrCi -- 1 W7• M•90vE0 BY OTHERS •.,. SHIMPACES A ADOCD CKARiS 03/05/17 R;L 9 REA3?D aEF NEW TESi•YG 10/29/13 RA- C ADDED fl1d:GE AND nN 1N5TALLATION i2/05/13 R.L. INTERIOR 1 5/6" MIN, ECCE DIST. 1 1/4 iRIM MIN. FlilEMBEDMENT INTERIOR EMEEDMEAT i 1 MASONRY/CONCRETE BY OTHERS 6 W000 IX BUCK 3Y OTHERS SCREW EXTERIOR j hoov SIRIA Ix BUCK TSECBE 7/ 16" MIN UP,cD EDGE 01sT, S/t6' IAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTAUAT1pN HO. OK STRIP INSTALLATION MASONRWIDONCRETE i 1 / 4' MIN. r EMSEOMENT MET-1 BTP,FHEi<E 8 WOOD 1- WOOD BYCTHERs SCREW FRAMING BY OTHERS INTERIOR PRIM "' fRltd I /4" MAX. 1 3/6" MIN. SHIM SPACE EMBEDMENT INTERIOR 7/ 16' MIN fEDGEDISTANCE HGC{ STRIP HOOV, jTMO po WOOD 10 SELF DRILLING SCREW _ i SCREW PANEI EXTERIOR PANEL INTERLCCK EXTERIOR NTEiLOC;< INTERIOR EXTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING METAL STRUCTURE AND 00oRS LlCMIWINooWw. 114 i`!o,zVER77CALCROSSSEC77ONcaoseYDOWN WOOOFRAMING OR2XSUCK INSTALLATTON CARROLLTON, TX 75006 FOR SILL INSTALLATION SEE SHEETS 4-A SERIES 420 REINFORCED SGID t= NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, 96" x 96" NAILFIN HOOK INSTALLATION DETAILS r AT.EOF NOTSHOWNFORCLARTTY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTNASTTME2112 FA avc o- aaRIO 08-00499 C e• NI IID AI,`; Qf NTSy8 '02/23/08 — 10 OF 10 N^ T U L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas@lrlomaspc.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Product Line: Series 420 Reinforced Aluminum SGD 96"x96" Engineering Evaluation Report Report No.: 5108O6B 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 08-00499 Revision C, titled Series 420 Reinforced Aluminum SGD, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMAANDMA/CSA 101/I.S.2/A440-05 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA AAMAIWDMA/CSA 101/I.S.2/A440-08 Design pressure: t25.Opsf Water penetration resistance 3.76psf 4. Anchor calculations, report number 510806-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: t40.Opsf Maximum unit size: 96" x 96" Approved configurations: OX, XO, XX, XP, PX, XIP and PIX 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, 08-00499, Revision C. 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). 1 of 1 11R I ILO i/ IN S.•••.!tl i. b 61 • ATEE OF ; 0R1 P. G N 6;A ` 1; O N Luis R. Lomas, P.E. FL No.: 62514 12/04/2013 Florida Building Code Online F- 90l cop Pagel of 3 usiness & Professional Regulation I ricer ftp=Xnt:j Busr}Ines ( j/b) Prolessi I lal BCIS Nome I log In I User ReglAradon GProductR: WicUse` OVa' Hot Topics I Subhtlt Surcharge ! Sgls 6 Facts I pubocaUons I FBC Staff I BOS Ste Map I Unks I Search I RegulationLion gpdud Aearavat kirri > Product or Aeaintleg Srorch > 4aarlGlbn LrLl a Appllcatlon ootilRegal FL g FL15225-113 D 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 I - Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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. 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.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products 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 FLI5225 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 (61 Door Products), INST FLIS225 R3 11 INST 15225.1-68.odf 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 15225-66M.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 FL1S225 R3 AE Eval•15225.1.68.Ddf FLIS22S R3 AE EVAL IS225.1.80_Ddf FLIS225 R3 AE EVAL 1522S-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 f t 25R3 C n 1522S.2 NAMI certs.pdf 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 FL15225 R3 11 INST 15225.2-68.odf 15225-68M (68 Door Products Direct to Masonry) for FLIS225 R3 Il INST 15225=68101.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 FLIS225 R3 AE EVAL 15225.2-68.odf. FLIS225 R3 AE EVALIS22S-68M.Ddf 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 F15225 R3 C CAC 1522S.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 FLIS22S R3 11 INST _I5225.3-WjW, 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS22S R3 11 INST 15225.3-80.odf Door Products Direct to Masonry) for Installation FLIS225 R3 11 INST IS225=68M.ndf Instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of ")" 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 FLIS225 R3 AE EVAL 15225.3-68.Ddf Benchmark Door Panels.) ELIS22S R3 AE EVAL 15225.3-80.Ddf FLIS22S R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.4 d. "Premium Series' and Benchmark by Therma-Tru' 6/8 and 8/0 Opaque and Glazed Steel Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS22S R3 C CAC 1S22SA NAMI certs.odf 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 15225.4-68 (6'8 Door Products), INST EI 1522S R3 11 INST 1S22S:4-68.Ddf 1S225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 11 INST IS225.4-80.Ddf Door Products Direct to Masonry) for installation FLIS225 R3 11 INST 1522.5-68M.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 R3 AE EVAL 15225.4•b8.odf EVALFLIS225R3AE 1522S.4-80.odf FLIS225 R3 AE EVAL 1522S-68M.Ddf 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 hilps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZI Q... 7/20/20I 5 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 (61 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 E130D- 04. (This product approval requires the use of 'J' part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS225 R3 11 INST 15225.5-68.odf' Fl 1 S225 R3 I1 INST 15I25.5.80.Ddf FL1S22S R3 11 INST 15225-68M.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS22S R3 AE EVAL 15225.5-68.Ddf 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 Sidelltes. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5225 R3 C CAC 15225.E NAMI certs.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 (61 Door Products) and F1 1 S225 R3 11 INST 15225.6-68.odf 15225.6-80 (8'0 Door Products) for installation instructions. fl 1S225 R3 11 INST 1S225.6-80.odr Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 1S225.6-68.odf FI 15225 R3 AE EVAL IS225.6-80.Ddf Created by Independent Third Party: Yes Contact Us :: 120 North Hantee Sleet. TellahMte R 31M phone' l50.487-1k1l The State of Florida is an AA/EEO employer. copyright 2007.2013 State of Florida_ :: Privacie Statement :: A esaiblhty 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 Rquest, do not send c4ectronic map to this emrty. Instead, contact the office by phone or by traditional mall. If you have any ouesUons, please contact 650.467.1395. *PursWnt to Sedron 455.27511), Fonda Statutes, effect" 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. U you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine it you are a licensee under Chapter 455. F.S., please tack hM. Product Approval Accepts: ice' Crr it.S7r E https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yV V KJZ 1 Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005327-RS 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 .:. ..... N A t.tr.. r..#M—fl^n vrnm-am ia: Arrreditod by The American National Standards Institute (ANSI). NAMNAMVs Certified rroduct luishnv al ----------- Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 310" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4/iTF-257F Sin le X O/S Opaque 310" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4MF-257F Sin le XX 1/S Opaque 6'0" x 8'0" +40140 No NCTL-210-1940-1.2.3.4MF-257F Double Standard Aluminum Astrattal XX O/S Opaque 6'0" x 810" +46/ 40 No NCTL-210-1940-1.2.3.4rM-257F Double Standard Aluminum Astragal XX 1/S Opaque 610" x 8'0" +47/47 No NCTL-210-1940-1.2.3.4/iTF-257F Double Coastal Aluminum Astrazal XX O/S Opaque 6'0" x 8'0" +47/47 No NCTL-210-1940-I.2.3.4n7F-257F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 514" x 8'0" +40/40 No ETC-01-741-10593.0/L-2173rrTF-257F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 810" +40/40 No ETC-0 I -741-10593.0/L-2173=F-257F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 810" +40/-40 No ETC-0tandard lumina 21 Astragal Double w/Sidelites Glazed Sidelites Standard Aluminum Astra al OXXO O/S Opaque Door 8'4" x 8'0" +40/-40 No ETC-0tandard Aluminum AstragalDoublew/Sidelites Glazed Sidelites Standard Aluminum Astra al 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 I I I Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 8'0" 1 +47/-47 No ETC-01-741-10593.0/L-2173=F-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, Inc.14794 George Washington inemm yrr.isyca, .r. Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: National Accreditation & Management Institute, Inc.14794 George Washington inemm yrr.isyca, .r. Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005329-114 108 Mutzfeld Road Certification Date: 10/1512003 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 Bencbmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within n- iu A RAI, e4M,-"r .,a.," P--%.n is nrrradirntt by The American Nntinnal Standards Institute (ANSI). NAmi s Conned rruuuci 1—gir. a, Inswing n....«..................... Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Opaque Size Po&,Nel Rated Comments X I/S Opaque 390" x 618" 67/-67 No ETC-01-741-10703.0/L-2097/ITF-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/ITF-254F Sin le XX 1/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097=F-253F Double Standard Aluminum Astragal XX O/S Opaque 610" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097=F-254F Double Standard Aluminum Astragal XX 1/S Opaque 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097=F-253F Double Coastal Aluminum Astragal XX O/S Opaque 610" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097/iTF-254F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 514" x 618" 40/-40 No ETC-0I-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 I/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/ITF-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 814" x 61" 40/40 No ETC-01-741-10593.0/L-2097n7F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/1'-1-F-253F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 814" x 6'8" 47/47 No ETC-01-741-10593.0/L-2097/i-I'F-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management institute, tnc 4iY4 George wasmugwn n:; Z7 Y, c.ayca, I Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-R5 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassidSmooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Beocbmark 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 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...,_ n_...:rt....•:,.., o-.....a... i- poo—dif•rl by The•Ameriran National Standards Institute (ANSI). NAMI's Certified Product Listingat Inswing wWw.:ram:ceruucnuull-05 Glazed 11 u.98 a c.....w..v....v Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin O e ue Size Pos/Nex Rated Comments X US Glazed 3'0" x 6'8" 471-47 No NCTL-210-1940-1.2.3.4/iTF-256F Single X O/S Glazed 3'0" x 6'8" 47/47 No NCTL-210-1940-1.2.3.4/17F-255F Single XX I/S Glazed 6'0" x 6'8" 40/-40 No NCTL-210-1940-1.2.3.4/i'TF-256F Standard Aluminum Astragal Double XX O/S Glazed 6'0" x 6'8" 40140 No NCTL-210-1940-1.2.3.4/TTF-255F Standard Aluminum Astragal Double XX I/S Glazed 6'0" x 6'8" 47/-47 No NCTL-210-1940-1.2.3.4/TTF-256F Coastal Aluminum Astragal Double 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 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF-256F Single w/Sidelites OXO/OX/XO O/S Glazed Sidelites Glazed Door 514"x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/TTF255F Single w/Sidelites OXXO US Glazed Sidelites Glazed Door 81411x 6'8" 40/40 No ETC-01-741-11008.0/L-215IMF-256F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Glazed Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/1,4151/TTF255F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Glazed Door 8'4" x 6'8" 47/47 No ETC-0 1-741-11008.0/L-215 I MF-256F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astra al OXXO O/S Glazed Door 8'4" x 6'8" 47/47 No ETC-01-741-11008.0/L.2151/T'TF255F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal VA 914A77 National Accreditation & Management institute, tncjg 1744 %eorge vraso:ugavn :na:::v.a.J,..". Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-R5 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassictSmooth 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 1JAwAss i-.-.:e...t.... D.,...,. — k —dited by The AMeriran National Standards Institute (ANSI). TheNAMPsCerllneUrreouci Configuration LI511n at Inswing or Outswing WWW.1.a11j9- 1w 1a.. Glazed or Opaque w.... ..r..... Maximum Size a ........ -.. ..... Design Pressure PostNeK Missile Impact Rated Test Report Number Comments X I/S Opaque 31011 x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096ffTF252F Single X O/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0/1r2096/i'1'F251F Single XX I/S Opaque 6'0" x 6'811 40/40 No ETC-01-741-10702.0/L-2096=252F Double Standard Aluminum Astragal XX O/S Opaque 6'0"x 618" 40/40 No ETC-0 1-741-10702.0/L-2096fT7F251 F Double Standard Aluminum Astragal XX I/S Opaque 610" x 61811 551--55 No ETC-0 1 -74 1 -11 008.0/L-215 I =F252F Double Coastal Aluminum Astragal . XX O/S Opaque 610"x 6'8" 551-55 No ETC-0 1 -74 1 -11 008.0/L-215 I MF25 I F Double Coastal Aluminum Astragal OXO/OX/XO us Opaque Door 51411 x 6'8" 40/40 No ETC-01-741-11008.0/L-2151/TTF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/iTF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/-40 No FETC-01-741-110uminum Double w/Sidelites Glazed Sidelites AstragalStandardAluminumAstragal OXXO O/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741-11008.0/L-215in7F251F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215IMF252F Double w/Sidelites Glazed Sidelites I I Coastal Aluminum Astragal OXXO O/S Opaque Door 1814" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215IfM251 F Double w/Sidelites Glazed Sidelites I 1 I Coastal Aluminum Astragal v• 112nils National Accreditation & Management institute, Inc./4794 George wasoinglon memvf1a rr.y, Tel: (804) 684-5124/Fax: (804) 684.5122 NAMI AUTHORIZED SIGNATURE: T.HERMAITRU' THERMA TRU DOORS 1 16 INCUGIMV On.. Coo PRO". ON 43.617 Smooth -Star" and "Benchmark by Therma-Tru" 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & WIOUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES j+-105.50 MAX. OVERALL FRAME WIDTH r L9 { i= I 1 1 1 1 1 1 I I 1 1 S 7' -P111IN1 rF r rJ-1L 68.50' MAX. OVERALL WIDTH s •• s s Genvol Notes 6 6• 6' B B- B 1. This product onchanng drawing has been developed in compliance with the 5th Edition Zone'. See the 6 B' B DOUBLE W/ SIDEUTES oxxO MAX DESIGN PRESSURE SINGLE W/ SIDELrrES OxO MAX DESIGN PRESSURE N 2DI4) Floddo Buldng Code (FISC) excluding the'lfrgh Velocity Hurricane S5.0 40.0 -40.0CertificationAgencycertificateforstmspecificationsandrotings. 55.0 m 2. Product anchors shag be as isled and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressin% stucco. foam brick and other woo coverings. 3. Wood screws shag be installed fallowing Installation inshuofions of ANSUAF&PA NO$ 2012 All other fastener types to be installed following fastener manufacturer's installation insttucfrors 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance shag they be less than shown in this drawing. 09 5. Where shims ore used. they must be o -rigid / sfiR' material that compiles with Mne 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 one". TABLE OF CONTENTS OESCRWRON icalelevotans i notes SIX* anchaing30FramemancFrae anchorI np & big of materials Horizontal 6 vertical cross seetION1 Ved cross sections 37- V MAX. OVERALL vnDTH SINGLE x MAX DESIGN PRESSURE 67. 0 -67.0 74X MAX. OVERALL WIDTH t 2 3 S 5 S DOUBLE Xx MAX DESIGN PRESSURE 55. 0 -55.0 LOCK IMIDWAINF MFG K SUM KWI[ SE SIGNAMN IRIES IATCN KNWITSIGNMDRE MO nO DEADeaLr S7.00• MAX. OVERALL WIDTH IN 2 V 3 1 s s, rA Kt SINGLE W/ SIOEUTE OX P5225.5 MAX DESIGN PRESSURE +40.0 - 40.0 Ka 1 s i MASONRY OPENING 2X BUCK 4 4- I I MUlUON ~ I I MULLION MASONRY s I I SHOWN FOR MASONRY 4 I I SHOWN FOR I I tttt v OPENING 1YP I I REFERENCE OPENING I I REFERENCE I I gg o g i HEAD I I HEAD 1 1 I I lea m nss _ yerr k JAMBS do JAMBS " A 2X BUCK 11 2X BUCK rr II v i II .. MUlUON SHOWN FOR I I O u I I c I I REFERENCE I I 'O o 77 II II II , II ,'• II II $ II II II Ex r SINCLF W/SIDEUTE ,••• SINGLE W/SIOELLTES m i BUCK ANCHORING BUCK ANCHORING cl MASONRY OPENING ta- 1.2Xbucicmin. S.G.t0.55. 2X BUCK 92- OEIEANCHORNOIES: I. Con=10 enehor bcaUorrs at no mnam moy be adjusted to mobtain Me min. edge detonco b mates joints. z Coru7eroandrorleeon"noted(f'MAXO+CEMrEIrmustbeodNstedto mo nra n the min. edga dWanco to nrorhvEohlb addgonor rarvete orsdsots may be MQUired to onwm the -mA)L ON CEl:1Er dhmns on ae not exceeded. I Concrete anchor table: ANCHOR ANCHOR MUL MULCIEARANCE MM.CIEAtANCE fY' E SIlE EMaitii EM IO MASONR wo 110 AOIACEM AHC110R- 1/ r 1-1/r r r TAIINlLCO 1/ r 1.1/r 1. r YIRACON TYP. HEAD IIIONI 4 11 SHOWNFOR TYP. II REFERENCE II I MULLION J I I SHOWN FOR II REFERENCE II F P z y do JAMBS I ASTRAGAL HEAD SHOWN FOR do JAMBS II La REFERENCE2xIIIiIFX ^ BUCK II I 11 I ASTRAGAL I I W I o II SHOWN• FOR 0 REFERENCE 11 oai j I II II I I 11 r j. it I I II II I- Z 3- R,221 12 sou& N.LS. p II 0 I arc. er: JK i,i•.N+:; caw lF5 DOUBLE BUCK DOOR ANCHORING DOUBLE MASONRY W/ SI ED IJTESANCHORING om BUCK OPENING FL-15225.5-68 ; C' VIEW 'C"-"C' 0' 'E' F7z3-&---, F- 3' MULUONJ nl - SHOWN FOR REFERENCE Zx DUCK INSTALLATION O fix BUCK INSTALLATKIN U C P. HEAD I JAMBS _ I V .E. SIN^^L DOOR W/SIDEUTES C. IN PAIRS 30 TYP. Y r T _ F. R W ,• a VtW ir y ryu' i j G j7n o I SEE W A DETAIL ry vl 1 6, I SEE DETAIL 0 A `V 9' A' {Il i I I r 1 1 - T J. hN W/ax SUCKCu.UON ,, INSTALlATIOATON SHOWN FOR _ W/Ix BUCK - REFERENCE ^ 9' INSTALLATION BUCK INSTALLATION ' a TYP. HEAD g I BUCK INSTALLATION HEAD & JAMBS ~ u t6 t6 SEE SEE - 5 _ DETAIL '1 5 •DETAIL 12 b' A' 'B' A' VEIN ['-,r VIEW A'-'D' SINGLE DOOR W/SIDEUTE VIEW "a, -,a SINGLE DOOR 90m W/ omwu ooronr rm ramNns, rtsll 170 (>YP. somw m OWN yws ov«snALL roraJ SIOELIfE NOTES: 1. fie tdelte is died set into the jamb with (12) 98 x T pfh. wood $Crews. There are (4) at eaeh verttcal)omb. f m the top down at 13.S : 317. 48.5 6 66' There are (2) of the headerof 4' from The outside Comets of the home. There are (2) of the dt, e• from the while comers. Z. For optional sde6rls he cohuctionwithstoprw. 6defite Is direct set Into the jamb with (4) rife X I •-/i 16 ga. staptes along each bmb (6' from ends and equaly spaced thereafter). CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be oc"ed to maintain The min. edge distance to mortor)oints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be od)usted to manfoin the min. edge distance to mortar)ainfs, additional concrete onchon may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE SIZE EMBEDMENT IMIALCLEARANCE TO MASONRYEOAQMCENT TYPE EDGE ANCHOR ffw• 1/ 1' T t TA PCON TAPCON 3/ 16' 1.1/f 3' 1.1/Y W/2X BUCK 2 INSTALLATION LY/ Ix a K 11 INSTALLATION DETAIL " 2' W/2X BUCK li INSTALLATION W/ Ix BUCK INSTALLATION C DETAIL 'I' 00' 1,: , OO , Ty T mac r41gt1 Y` o I —T r n 5 e n TYM1taar Z cl ANIF INo 3 y u WL 2 21 12 wA[ N. T.S. 7-C, or. JK e LFS 3 ea.+e wa ti FL- 15225. 5-68 c snsl or G Gf. b L o o LAJ VIEW 'C'-'C C' IN w A- 40 r/r'''/ 7- PAIRS 10 X. I s 6- fol T eSEENorEJ1 _ SHEET.3 i SEE DETAIL J" A W/2X BUCK INSTALLATION OW SEE OcTA1L 3' IIW/2X 8UCX A ATION lull t A o a 9 INSTALLATION r' _ w e - Z W/lX BUCK 9 INSTALLATION r MUWON TYP. HEAD a vai iv ISTRAGALJ ITYP. HEAD 6c r 6 O^. K of r adASTRAGAL SHOWN FOR 1 SHOWN FOR do JAMBS SHOWN FOR REFERENCE 1 11 o REFERENCE Q REFERENCE = ONLY 1 _ J ONLY Q I 0)-T 1 _ SEE _ _ 1 a ^ 18 1 DETAIL .4 • a c 1 SEE 16 1 1 DETAILcio 5 ^. E' DOUBLE DOOR W/SIDELRES A' VIEW-E---E- DOUBLE DOOR VIEW A iA" Fox V/ on alm comp Tw r man me po ". ILL s mla m oow A" caaaco") W/2X BUCK 2 INSTALLATION W/1X BUCK INSTALLATION 12 1 C w/2X BUCK Item DESCRIPTION Material p 10 x 1-1 2 PFH W000 SCREW STEEL B1#10 X I- 4 PFH WOOD CR V STEEL C 1#10 X 1-PFH WOOD SCREW STEEL 1 10 x 4 L 0 SCR Hine to Frame STEEL 10 x 2 LG. PFH WOOD SCREW EL 3 x - t 2 I.C. WO CR STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREIV11/4' STEEL g x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 I1 4 x 3-3 4 rtw PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 ITW PFH CONCRETE SCREW STEEL 12 1 4 x 3-1 4 ITW PFH CONCRETE SCREW TEEL I3 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 1 X 2-1 4 PFH ITW CONCRETE SCREW SEL HEAOER JAMB SUGAR PINE SG . 0.34 w000 21 3 4 THK. PRESSURE TREATED 510ELITE PAO wuvv 30 1 2 X t X 25 GA. CORRUGATED FASTENER STEEL INSTALLATION 3 I' 0 W/IX BUCK I1 DETAIL I INSTALLATION DETAIL '.3' B ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. I C i 0 AIL '4' AIIt, j t j ow 2 21 12 i Baru. N.T.S. DOM. W. JK m LFS ; VAWW NO., R FL-15225.5-68 a OW OF e v 1X BUCK INTERIOR 1 HEAD JAMB o INMW ad EXTERIOR INTERIOR 2 HEAD JAMB S I BUCK INTERIOR EXTERIOR 2S MAX SHIM SPACE 1.iS MIN. 12S MIN. EMS. EM5. TYP. 4 VERTICAL SIDE JAMB S Tvv*o Ron. 04wk A,_ EXTERIOR INTERIOR INTERIOR 1 o A EXTERIOR 3 HEAD JAMB S w"wob mk EXTERIOR QIS MW. C•SWK 0.25 MAX SHIM SPACE 13SIMIN. EM6. S VERTICAL SIDE JAMB S T, ftwn Moll a 1611 i O c 2 u mxa 2121112 i MALE: N.T.S. 3 OM'o, er. JK a orawc w.: a FL-15225.5-68 INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR P 4 N edfR iy TC 2011'd 1V 14 CZ 13 13 21 12 gge 5n 13 16 16 1 MRCAL CROSS SECTION 2-*N VERRCAL CROSS SECTION 3 VERMAL CROSS SECTION J 6 ao±n8 concgurOeo^ 6 outtvMg conrguoMon N y INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR W S 16 z e 13 S 13 a ik d VEROCAL CROSS SECTION S VERRCAL CROSS SECTION 6 VERRCAL CROSS MOON Ou wm 212111 i 6 0 oonfispuot on Ova." cwu Ot ano- 6 m cOnrip mhm xN[ N.T.S. a wr. JK e u.c n: LFS ; wmwa «o, a n FL— 15225. 5-68 c L[cr 6 or O THERMAITRU 0 THERMA TRU DOORS 1 1 a twous-L Do.. C000i:ON. ON 43517 Smooth -Star" and "Benchmark by Therma-Tru" Bit)' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/& W/OUT SIDELITES INS WING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 1065? MAX. OVERALL FRAME WIDTH 1 2 s s• s i ri R 1 ` - R II ,I II I Ir S 11 11 Q II 11 1 I 1. This product anchoring drawing has been developed in compliance with the Sth Edition 2014) Florida Building Code (FBC) excluding the'Hlgh velocity Hurricane Zone'. See the Certification Agency Certificate for saes, specifications and nolings. Z Product anchors shoo be as tinted and spaced as shown on details. Anchor embedment to base material shall be beyond wait dressing. stucco, foam brick and other wail coverings. 3. Wood stews shag be Waged following installation instructions of ANSVAF&PA NOS 2012, All other fattener types to be Waged following fastener manufacturer's isstallaton inshUctions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shag they be less than shown In this drawing. 5. Where shims are used. they must be a 5igid / sfiW 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 lobs to accordance with the governing code. 7. Site conditions not covered by this drawing ore subject to further engineering onalysts. 7AIM Of COIrtFM3 SREET• OESCfyPIION 1 Tyoicd elevoliom design pr;ZM__ 6 general dotes 2 Buck arse 3 Frolrle a Rai, andwft a In or malmlols S HoAmnid a vertical crow sectiam d V all cross mctlont 68.50' MAX. OVEWIDTHRALL 1i s, s s • II 11 I 1 11 11 II11II11111' 1' 1 II 11 11 IIn 11II 1; '1 1 4 II 11 n u 11 1' 11 I I 11 11 11 11 11 11 I Vol 11 1; ;1 II 11 11 1111 1 1 13 1; ;1 II 11 II 11 1 1 6 8 6 6• 6• 6 001SLE W/SWELRES 0xx0 SINGLE W/SIOEUTES 0X0 MAX DESIGN PRESSURE I LOcxNARISWAUMPoasEaM MAX DESIGN PRESSURE 47.0 -47.0 1xwlarrsroN Llurur salrs LArcN1 +40.0 -40.0 RN71aETSIGNAIUlfL SEAR »0 OFADrasi 37.57MAIL S3.07 MAX. OVERALL 51 54-V MAX. OVERALL WIDTH OVERALL WIDTH WIDTH 2 J1s s1 3 1 2' 3 s s s s 1 1 1 1 11 U 1 1 1 1 1 1 1 1 1 S S r _- - IrYI i'Yi r- T- Yr li'YI n FA-_ = en ;A 5 1 ' ' I 1' s H. n 11 II II I, 11 11 II 11 11 1, ; 1 1, II 11 II 11 I 11 11 II 081A' C__Y Q 5 5' 11 II O 11'- YI il'-Yi IY-YI iT-Y r 1 II 11 11 11 II 11 II 11 11 1, ;1 1; I, , 1 11 11 11 11 11 11 11 11 1 11 1 1 SINGLE X WUBLE XX MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67. 0 -67.0 +47.0 -47.0 SINGLE W/SIDEUIE OX MAX DESIGN PRESSURE 40. 0 -40.0 oat, 111 JK oa. rr LFS 75 `7 7 1 !-J s MASONRY OPENING TYP HEAD JAMBS 2x BUCK Cmv Y SINGLE DOOR BUCK ANCHORING 141 4- tI JIL I1 ` MULLION MASONRY 1 II SHOWN FOR OPENING TYP II REFERENCE 11HEAD JAMBS 11 II I I 11 2x BUCK II II II II SINGLE W/SIDELITE RUCK ANCHORING MASONRY OPENING NOTES: 2x BUCK 1. ?Xb—Xk min. S.G. 2 0.51 CONCRETE ANCHOR NOTQ 1. Concrete anchor ocatbro at the comers may be adtuoted to mantain the min. edge dhtance to mentor i0imf& 2 Concrete anchor kscatiom noted as WK. ON C&OW must be adtusted to motntain the min. edge obtance to rrorhor/dnts, adddtiard concrete anchors may be requied to am" the'0,W. ON CENTER" rbnemlen are not dXC00d0d. 3 Concrete anchor table: ANCHOR ANCHOR MlN. MW:`CILtRAI/CE MT: CLEARANCE T1?E SIZE E 86MENT iD IMASGMEY EDGE ro At1lAC[M ANCNOIt 01N a U t•t e r or TAFCON HCO 1. 1.1JP 1' OLTIIACON II II II II MASONRY I II II OPENING TYp II II HEA011 I I JAMBS II II II II II II 2x BUCK I I MULLION i ISHOWNFOR II REFERENCE II II. II II II II II i II II SINGLE W/SIDELITES BUCK ANCHORING 15 E e e 4 1 TYP. HEAD JAMBS 1 ASTRAGAL 1 SHOWN FOR 1 REFERENCE 1 1 1 1 1 1 1 e 1 1 1 j I-- 4 1 r4: 1 17 1 • :..+ 48 48. T II 1 II MULLION4IISHOWN FOR 1 MULLION /II I) TYP. II REFERENCE 1 SHOWN FOR HEAD 1 REFERENCE II JAMBS 1 II 1 II II 1 II II 1 II 11 el ASTRAGAL II 11 Q SHOWN FOR II II p REFERENCE II II 1 II 11 1 II 11 1 11 11 1 II II 1 II II 1 II MASONRY J DOUBLE W/SIDELITES OPENING BUCK ANCHORING 4K RI k j i i a UX 2 21 12 = h Ci 9taC N.T.S. c.r the Jr( c er: LFS 3, OR-M w: FL-15225.5-80 c sW or 6 T ro• Y• 3r• MULLIONSHOWN FOR 111 REFERENCEW/2XF BUCK INSTALLATIONn(j OW/IX r 0 TUCK INSTALLATION TYP. NEAR h JAMBS — 2 , MULLION SHOWN FOR REFERENCE BUCK INSTALIAI BUCK M .ALLAI HEAD 6: JAMBS SEE — ev 76• < O — NO 8 1 SEE Z o W v= _ 16 16 16 16 _ DETAIL 12 i i 5 iii t2 ev 12 iuu nI ar 4 in L n 0 6 A• 6 6•r i 1 r Tn r W/2x BUCK TIP1A ro INSTALLATION W/ I x BUCK — INSTALLATION SEE DETAIL w TYP. HEAD lk 1 . y JAMB$ C." b" E' C. b• A_ VIEW "C•-"C" SING F DOOR W/SIDELfTES VIEW E•-"E• VIEW b•-•0• SINGLE DOOR W/SIDELTE VIEW Dow M/ MOVA O(y0 uprm FAST04n rrC r OJO (1YP, YL SCENIC 10 OOOR 1AYe COi 4CMNS) SIDEUTE/HARWDARE NOTES: 1. The side6fe Is direct set into the Jamb WDh (12) Y8 x 7 pfh. wood screws There are (q at each 13 verfical jamb. ham the top down at 13.57. 317, 48.b• A 66". There are (2) at the header of 1"harrl the outside comers of the hams. There are (2) of the sill /' hom the outside comers. 2. For optional sidedfe construction with staples, side6te is direct set into the Jamb with (5) 74, X I C. I-J/r" 16 go staples along each Jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbotl and hinge locahons vary. See Certification Agency Certificate and corresponding test reports for spedfie dimensiom and design pressure ratings. I CONCRETE ANCHOR NOTES: I. Concrete anchor 1000hons of the carers may be ad)rated to maintain the min. DETAIL 'e' edge distance to mortar jdnfs. 2 Concrete anchor locations noted as "MAX. ON CENTER' must be adjusted to maintain the mh edge crane to mortarjdnts cddNbnol concrete anchors may be required to ensure the MAX ON CENTER• dimension are not exceeded. A A 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SRf EMB MEtYf TOMASGNRY EDCsE TOAOJACENT ANCHOR 11W a 1!,C 1-1/r r r TAPCON ITW a TAPCON 3/16"1.1/P r 16 pp. r vl 1 H vV B" SINGLE A' DOOR Uj VI EW A"- A' Q z W W 91111 h= H Fo , N y 0 z u° 2121112 N T.S. 9 er JK a or. LFS ; PIG -Q: 4 15225.5-80 0 3"-'1 3. I_ I I III a SEE DETAIL 'J" III JASEENOTE3nl SHEET J 1- 1 MULLION 1 SHOWN FOR REFERENCE ASTRAGAL a SHOWN FOR _ REFERENCE a ONLY a _ 1 1 16 16 0 16 t6 1n a n1 - 0 12 III 5 a . 5 111 T2 VIEW "C'-"COOUBL_F DOOR w1sort ITFS W/ IX BUC1 INSTALLATIO TYP. HEAD to JAMBS SEE OETAIL 4' 0 Won 2 W W 4'- 1 3" W/ 2X 6" SEE DETAIL a INSTALLATION 3' 1 W/Ix 8= 1 INSTALLATION 1 TYP. HEAD do 1a JAMBS ASTRAGAL- J p SHOWN FOR REFERENCE ONLY I 1 t6 t6 o v W= V pp. G SEE OETAIL e O o I W VIEW E-_ E- DOUBLE DOOR VIEW A'- A" go" r/ op"o" com"RO rASfMP& IRr FJO TM. AIL scum re DOOR 1We v Item DESCRIPTION Material q I#fO x 2-1 2 P H WOOO SCREW STEEL B 1#10 X 1- , W STEEL C 110 X 1 PFH WOOD SCREW STEEL 1 10 x J a LG. PFH WOOD SCR Hine toFrame) STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW STEEL 1 4 x 1-3 4 IT1N PFH CONCRETE SCREW STEEL g 1 4 x 3-3 4 ITW PFH CONCRETE SCREW STEEL 10 8 J PFH SC STEEL 11 3 16 x J—I 4 ITW PFH CONCRETE SCREW STEEL 12 l 4 x 3-1a ITW PFH CONCRETE SCREW STEEL 1J MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE I6 1 4 X 2-1 4 PFH RW CONCRETE SCREW L To:HEADER JAMB PINE. SG >- 0,42 W000 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 30 12- X I- X 25 GA. CORRUGATED FASTENER STEEL tt 0 DETAIL ' 3' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. en „ Rr L xc w: 15225. r 4 or J 1= EIS 1X BUCK IW a 9' _ INTERIOR EXTERIOR 1 HEAD JAMB S To 1.htwk p alarm 1.2S'—F— INTERIOR i21 HEAD JAMB 0;Mwtnod0awn r2X BUCK INTERIOR 1 4 A EXTERIOR S MAX SNIM SPACE I.ISMSV. EMS. 1.TS MIN. ea. TYP. 141 VERRCAL SIDE JAMB To 2c wbShown Na= oV EXTERIOR Nii BUCK A F'_^ N INTERIOR EXTERIOR 11"N HEAD JAMB S 11111wb1g Shown INTERIOR EXTERIOR O.ISMIN. C•SINK O?S' MAX. SISM SPACE 1.1 S MW. EMS. 5 VERTICAL SIDE JAMB S Tos %rp1tawm l° Q,, 2cr_ ll, TV u m' dd120 Alml M i o< i u wx 2121112 scn[: N.T.S. c G K A ° unc, tr. LFS ? vumc ro: ° FL-15225.5-6- c 17` r'l * u z° INTERIOR EXTERIOR T INTERIOR EXTERIOR EXTERIOR INTERIOR a goo mnu It E 20 21 12 gga p 13 13 1 13 18 168 JWa 1 VERTICAL CROSS SECTION 2 VERMAL CROSS SECTION 3 VERTICAL CROSS SECITO b 9 cn^ 6 Ounwinp eonfgurotion 6 o 00 n f2 2 R INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 13 Z 0u 4 VERRCAL CROSS SECTION S VERTKAL CRGSS•SEMN 6 VER17CAL CROSS SECTION SLIT. 2121112 aat[. N.T.S. sbbyvrinpplion6WM.+^DconTpuatbn b OutsSAr>Aeonutwn own or JK e LFS L-15225.5-60 w SL o THERMAITRU THERMA TRU DOORS I I 1M ue IIAL on.. 9000 N, aH 43917 6'8" SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDELITES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes I. This product anclgAng drawing has been developed in compliance With the Sth Ctffion 2014) Florida Building Code (FBC) excluding the "High velocity Hurricane Zone. See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on detafls. Anchor embedment to base material shill be beyond wog dfessin9. shncco, foam, brick and other wall coverings. 3. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener monufocturer but in no instance shag they be less than shown to this drawing. 4. Where shins ore used. they must be a'tigid / stiff" material that complies with the requirements of the FBC. 5. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific Jobs in accordance with the governing code. 6. Site conditions not covered by this drawing are subject to further ergirwairg onalysis. TiWEOFCONFOM SHEET41 OESCRIPIION t elevatiarn d n a notes 2 itoAtontol orm 3 - vedkal Goss sectors rrtosoM 1 From S F.w aingS, a mat to5-v MAx. OVERALL FRAME WIDTH i 2 JUIuwT eoWl[N/smamoAo MAX DESIGN PRESSURE 55.0 -55.0 37.50 MAX OVERALL WIDTH 1 2 3 swoix MAX DESIGN PRESSURE 55.0 -55.0 sacv* mm. +65.0 -65.0 71.50' MAX. OVERALL WIDTH 1' 2 WWUxX MAX DESIGN PRESSURE 55.0 -55.0 68.57 hUX F-O' tAuwlOTH 1 2 3 3 SINGU Wi AVEL rS OXo MAX DESIGN PRESSURE 55.0 -55.0 53D' MAX. OVERALL V116TH s 2 sNwrw/smemox MAX DESIGN PRESSURE 55.0 -55.0 lacR IMRDW/RE Mro 11 SERIFS Xwnar fIG7MTURt ars ur1:N RWICUMNA1ORESEM M O[AORDU I ZP a e u 2 21 12 i N.T.S. ° Or JK m a LFS i Iro In. e 15225-66M ° a 1 -as Y HORIZONTAL CROSS SECTION 2 19/16"pmbn n INTERIOR 4 HEXTERIOR 2 HORIZONTAL CROSS SECTION 2 .9111 Iog"Vmwn O IFH h INTERIOR EXTERIOR f I H 81 HORIZONTAL CROSUECTION EXTERIOR (Nl I ° j r4-'*N HORTIOM L CROSS SECTION 2 Obu9/f6nb figurotbn E' INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION 2 M 1h6jamb figuration 000L, h h O 7 rn: 2 21 12 swc NJ.Sv ow. er JK u r LFS 3 WPM ro: ° FL-15225-68M a a I S MAX. a EXTERIOR W INTERIOR 1 VERTICAL CROSS SECTION 3 • av 16• c 12S Q. MIN. 1 EXTERIOR INTERIOR 2 VERTICAL GROSS SECTION S 6-9 WR INTERIOR EXTERIOR INTERIOR 7- 3 VERTICAL CROSS SECTION S l out-" confguvtion EXTERIOR E 1 ( 5 VERTICAL CROSS SEC170N 3 conv"on EXTERIOR r4N VERTICAL CROSS SECTION 3 conbgmvion EXTERIOR O. j 0 J ti ' oz 21 12 s wAm N.T•S. 3 o.c. m JK m oa er. LFS 3 Dt m No. a FL-15225-68M c yam 3 or 5 0 3- 2 O VIEW'C'.'C" SINGLE DOORW/SIDEIRES F r1 V1 •rWa 1 Oi 4 0 o SEE h DEFAII'S o I c SEE I... DEFAIL VIEW *'-"r VIEW b'•'D' CONCRETE ANCIfOR NOI6: 1. Concrete anchor locals m at me cmw may be aalusfed to m Main the min. edge clstant o fo mortarjaJnh 2 Cannele anrhalocations noted as MAx. ON CENTER' must be odjtnted to nw6tMh the "M. edge distance to fnMarptnts. oddtrond concrete anchor nvy be requied to ensue tho MAx. ON C&awd wubn am not exceeded. 1 Concrete anchor fable: ANCHOR ANCHOR MIFF. MfN.;g*ANCE 10 *y Lsomfn MfN CFEAFANCE 1b ADA*"MT TYPE MREMBECIIIEM EDGE ANCHOR' l/V 1.1/lr TTArrW ElCO 1/C 1.1/r MMCON S/IP 1.1/1' AS SHOWN AS SHOWN HTZ• SIDElfTE NOTES: 1. The sid a Is Lt set Into the jamb with (12) 08 x 2' ofh• wood saws. There am (4) of each verficoljamb. fnxn the too down at 13S : 31. ASS6 66. There are (2) of the header of 4' from the outside comers of the home. There are (2) at the sID. 4' from the ouhtde comes. W. I1 ID1 HEADTYP.0HEAO49 tttt e too F 9/IBWAo SHOWN w o 9/ISNEAO IYP. HERO o o n NdE ° c e MULLION FOR REFERENCE _ y 0 F' 49lId'11EAD 9116• JAMB—EE o d w 6. 9/16'JAMB G p 11' P. ® JAMBS TV, 9 JAMBS r o IAIIb' JAAM — f H 49/16'JAMB_ ao 111 — SEE Al SEE DFTgl9• c + s a i o 3 Ire DElA0.? 17• L q 1 SINGLE DOOR W/SIDEM VIEW'S"-'r SINGLE DOOR VIEW A'= A' r FL- 15225-68M ta 4 or 5 VIEW "C-V Y- e 1 SEEOEIAI'PJ06-9116' HERO TYP. ® HEAD9/I6'N'cAD ASTRAGAL 1: MUWON SHOWN FOR 1 SHOWN FOR REFERENCE 1 REFERENCE ONLY 1 16 1 1 1 0 DOUBLE DOOR W/SIDENES r N M I G 69/16' JAMB TYP. 0 JAMBS H 4.9/I6" JAMB 9Tar 16 SEE c DETAILS c \ 12 1 VIEW 'r-"E" BILL OF MATH1tALS QUA ° 060PI M MA1TitlLL C I /C MAX. SHIM SPACE O I /C X 23/4' ELCO OR 11W PFH CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F IIC x 2.1/4' ELCO OR IIW PFH CONCRETE SCREW STEEL G 3/ I C X 23/4' TIW PFH CONCRETE SCREW STEEL H 3116' X 2-1 /4' HW FH CONCRETE SCREW STEEL 5 1IC x 13/P ELCO OR IIW PFH CONCRETE SCREW STEEL 11 3/16' x 3.1/C ITW PFH CONCRETE SCREW STEEL 12 1IC x 11/C ELCO OR RW PFH CONCRETE SCREW STEEL 16 1 /C X 2-1lC PFH IIW CONCRETE SCREW STEEL 24 9 X 3/4' PFH WS i STEEL 26 9X'PFH WS STEEL 27 3W0 ' PFOOD SCREW STEEL T i * LOA r *„ CSEEDEfAfI'6' 1 € i urF4.9/ilI6jj 10 JL bq Lj nASiRAGAI SHOWN FORREFERENCE1ONLY I6.9/16'JAMB z 0 M. • JAMBS 8 04.9116' JAMB 1 SEE OEUL c 1 '1' W W DOUBLE DOOR VIEW "A'- A' &I it 0 r dW_ 27 DEWE 6 A SMKEPLATETOL THROW BOLT 26 AS SHOWN. DETAIL "S" H . o 26 24 09 2 N 12 4 Som N.T.S orc. ft JK DETAIL'1" as w LFS 1 oes,Nc Na: ° n FL-15225-68A1 s. 1 a T G R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 V+Irieo, FL 33595 Phone 913.659.9197 Florida Board or Professional Engineers Cer ificale orAulhorizerion No. 9813 Product Sub Category Manufacturer Product Name Category Therms Tru Corporation Smooth -Star" and "Benchmark by Thera-Tru" Exterior Swinging 118 Industrial Dr 81 Single & Double Opaque or Glazed Panels w/ 6 w/o Sidelites Doom Exterior Door Assemblies Edgerton, OH 43517 Inswing / Outswing 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 Thera 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 not 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. Um/fations: 1. This product anchoring has been developed In compliance with the 5th 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 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 spews shall be installed following Installations Instructions of ANSI AFBPA 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-15225.5.68. 5. Where shims are used, they must be a "rigid / slitr material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5.88 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-15225.548 require further engineering analysis by a licensed engineer or registered architect. Suppordng Documents: 1. Test Reoort No, Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 2. Drawing No. Prepared by No. FL-15225.5.68 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA #9813) Sheet 1 of 1 Testing Laboratory Sinned b ETC Laboratories Wendell W. Haney, P.E ETC Laboratories Joseph L. Dolden. P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Sinned & Seated by Lyndon F. Schmidt, P.E. Signed 3 Sealed ja Lyndon F. Schmidt, P.E. jt tt t+liar i- •`>i\ fir. f-`,++ it ?,,, r ` Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6Q015 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O. Boa 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificale of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Thermo Tru Corporation Smooth -Star" and "Benchmark by Therm-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single 6 Double Opaque or Glazed Panels w/ & wlo Sidelites Doors Exterior Door Assemblies Edgerton, ON 43517 Inswing I Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope., Product Evaluation report issued by R W Building Consultants, Inc. 8 Lyndon F. Schmidt, P.E. (System ID 01998) for Thermo Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business b 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. Umhadons. 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 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 AF&PA NDS 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 shall they be less then shown in drawing FL-15225.5-80. 5. Where shims are used, they must be a *rigid / stW material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-80 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. Suppowng Documents. 1. Test Report No. Test Standard ETC-01-741-10593.0 ASTM E330-021 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. Drawing No. Prepared by No. FL-15225.5.80 RW Building Consultants, Inc. (CA f19813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Testing Laboratory ETC Laboratories ETC Laboratories NCTL Testing Evaluation Lab. teti-111 1444.0 Sinned by Mark D. Passero, P.E. Wendell W. Haney, P.E. Barry Portnoy, P.E. Lyndon F. Schmidt, P.E. Sinned 6 Seated by Lyndon F. Schmidt, P.E. Signed & Seated by Lyndon F. Schmidt, P.E. i• rlya Slris '• Lyndon F. Schmidt, P.E. FL PE No. 43409 21WO15 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Dox 230 Valrico. FL 33595 Phone a 13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Scope: Product Evaluation report issued by R W Building Consultants, Inc. b 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. Llmftedons: 1. This product anchoring has been developed In compliance with the 5th Edition (2014) Flortds'Building Code (FOC) structural requirements excluding the "High Velocity Hurricane Zone". See the Cedificallon Agency CerttOcale 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 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-15225-68M. 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 FL-15225-68M 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. SupporUng Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201, 202, 203-94 2. Drawinn No. Prepared by No. FL-15225-68M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #%13) Sheet 1 of 1 Testina Laboratory Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Sianed& Sealed by Lyndon F. Schmidt, P.E. Stand & Seated by Lyndon F. Schmidt, P.E. 10"t'tltrI4f' OP kn CC STATE or- • tL— ON AFL Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/2015 SUBDIVISION:r ter • a 1 Job Addrt Parcel TD: rype of AN CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I I- I q < Documented Construction Value: $ o ( x re ii Historic District: Yes No Residential [; Commercial eration Repat Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: E Title: 7 Property Owner Information Name v Street: (I City, State Zip: Phone: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (7701 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: CFC 1426562 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, C:ONSIII.,T WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shull be inscribed with the date or application and the code in errcci as or that date: 5i° Edition (2014) Florida Building Code Revised Junc 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 ol'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 ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l Signature of Owner/Agent Date Signature of ntractor/Agent Date n Print owner/Agent's Nume Signature ofNotary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agen /s Name. Si a urc of o ry-State of Florida GFORGM AUG21•202D Contractor/Agent is —4 Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Elcctrical Mcchanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads UTILITIES: ENGINEERING: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 16 CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATIOIy Application No: L Documented Construction Value: $ Io a Job Address: 41v 14oc /< 6R0V4:.. /./v ,o7 W Historic District: Yes NoK Parcel ID: Residential Coglmercial Type of Work: New Addition Alteration Repair Demo Change of UseEl Move1j. Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: flame- c6 - V 1 Street: , P(oCp City, State Zip: MC :-t-1 a= Property Owner Information Phone: 40i coA9 -00 '1'7 Resident * of property? : 0- Contractor Information: Name , AIM t:j 1,eEj `CQ 7_0C._ Phone:. yAM 1 a-1SSd o Fax:. 4o c City State Zili:' 00-1 m•1d 6 .ram -,--aowq State License,No.:• F_C-J'' Name: Street: City., St, Zip: Bonding Company: Address: Architect/ Engineer InforrnAfidn ° Phone: Fax: E- mail• • Mortgage Lender: Address: W- ARN] 1NG•TO.0WKRRt YOUR FAILURE.T:O. RECORDA NOXICE..OF C0KNf: * tME..T MAY RESULT IN YOUR PAYING. TWICE " FOR IMPROVEMENTS TO YOUR PROPERTY.: A NOTICE OF 'COMMENCIMENT MUST ....... ' RECOItDEj5AND• t: j EU CIN ' THE JOB 'SITE 'BEFORE. THE FIRST. INSPECTION.. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI' I'I`I YOUR LENDER -OR AN ATTORNEV 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 conditioriers, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of lhatdate: 5t° Edition (2014) Florida Building Codc NOTICF: In addition to the requirements of this permit, there may be additional restrictions applicable to this property tliat 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 agoncics. Acceptance of permit is verification that J will notify the owner of the properly of the requirements of Florida Lien Law, FS 713. f the Sanford r uires payment of a plan review fee at the time of permit submittal. A copy of the executed at thcontract m is required. The City of eq p Y in order to calculate a plan review charge and will be considered the estimated construct Value Permit is issued, in The actual construction0 figure ordinance. Should calculated charges figured off thvaluation executedcontract exec d the actual construction value, accordance with local credit will be applied w your permit fees when the permit is issued. OWNER' S AFIi'IDAVIT: I certify that all of the foregoing information is accurate and that all work will bedoneincompliancewithAllapplicablelawsregulatiing•construction and zoning. slgnatum of OwnedAgeAt Date Print owncr/Agcnt's Name SigrviturgoflQohry- StatcofFlorlda• sigrratum of ContractodAgent Date ZyfjQt* or/ Ag '3L tDatoKAREN HUGHES r•'. Notary Mlic -State of Florida S • • = Coinmisslon I GG 069888 MY comet. Expires Map X 2011 p!,^„•...•+ tlondedWougDkrianalrtourylltsn. Contractor gem k s e-or Owner% Agent•is Personally Known to Me or " Produc6d ID Type of ID lam'' Produced ID _ Type of ID BEI SOW IS FOR OFFICE -USE ONLY Permits Required:' Electrical lYlechanlcal Plumbing Gas Roof El Building Occupancy Use: Flood. Zone:1--- Construction Type: iVlin. Occupancy Load• •.' 0 of Stories Total Sq Ft ofBldg: - New Construction: Eljcetric - # of Amps__JsU . — Plum - # of Fixtures Fii a:gprinkle; . Perrmit:.YesO' No # ofH'Ads Fire Alarm Permit: Yes Q No ZI, ITIES: WASTE WATER: APPROVALS: ZONING: : BUILDING: ENGNMRING Fes' COTVIMNTS:• ' CITY OF SANFORD 1 I3 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: gyp, Job Address: 1't i'X. _ `) 1'. L-try Historic District: Yes Nog Parcel ID: ResidentiaQ Commercial L Type of Work: Newo Addition AlterationEl Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: D 1 I i,1/S Title: Phone: 1-545a0011 Fax:43- 3-385 3 Email: kmr-& rrr. &-n' Property Owner Information r 1Name Street: ) f1l City, State Zip: NamejQ ` 4 Street: !) s City, State Zip: Phone: JV P, Resident of property? : CoMfidtor Information L", ea_ - t -' phone: q0 -7- tsc. o 1- 1-W Fax: 1407- i M - 31?53 ar\ rrx 2' -777 State License No.: CNtrU3 ;Z1L-" Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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: 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 be found in the public records of this county, and there maybe 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 !orkwill be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signatureof Notary -state of Florida Date t Contractor/A is Name a r signature of No ry-Stateo Florida t D e i' ti%•, ; CNERYL D AKERS MY COMMISSION * FFM962 a„ n.,. EXPIRES June 05, 2020 Owner/ Agent is Personally Known to Me or Contractor/Agent is jr—PersoiWly Known to:Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Mechanical Plumbing Gas[] Roof 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: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I:O uDC/,iMU»I' /.IU 1•Y! V.4w DtLWR HtAWM'CLM LP.aY(C•I( SAW2016 i•.ii i..i v..tr9pu,re oar u " 6 L/1LOw1aD/'2 wf liltY p.r low ENY ly. _Y I..::t••-»I iM nRN.ry L.lYfipNl.w Dr. Da• D.r Oe D,wlrr, 0 tr.Yu.r Dlrr•aD -- .._--- - •.-•- WIN, Wllsl lrr.+r IN itt-=! 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Nytu IW MNL7\ 11 U. Y CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of Sanford to make a one time debit to your credit card listed below. By signing this form you give us permission to debit your account for the amount indicated on or after the indicated date. This is permission for a single transaction only, and does not provide authorization for any additional unrelated debits or credits to your account. Please complete the information below: I-". T a• 1 Q p authorize the City of Sanford charge my credit card full name) account Indicated below for on or after This payment is for amount) (date) DL11-10 ; _k l-'<• :,j i address or parcel ID Billing Address Wig( Ca Phonc# 1101•• Cjas - noo'4 City, State, ZipcPL 3.;--7'1 1 Email V\occ-Qd A C.s i v, Account Type: Visa 0 MasterCard AMEX Discover Cardholder Name - -r f tid Account Number J6r-'S O C)o r I Expiration Date 0C CCV , Billing Zipcode SIGNATURE DATE I authorize the a ve named business to change the credit card indicated in this authorization form according to the terms outlined above. This ymenl authorization is for the goods/services described above. for the amount indIcated above only, and is valid for one tim a only. I certify that I am an authorized user of this credit card and that I will not dispute the payment with my credit card comp9hy, so long as the transaction corresponds to the terms indicated in this form FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00001945 Date 11/03/17 Application pin number . . . 954010 Revision number . . . . . . . 1 Property Address . . . . . . 440 ROCKY GROVE LN Parcel Number . . 21.19.30.510-0000-2880 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 255209 Application desc noc on file Owner Contractor TAYLOR MORRISON TAYLOR MORRISON CO/DAPHANE 2600 LAKE LUCINE DR STE 350. MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 NEW SFR Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . PLUMBING FIXTURES 21.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2514.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1011105 Permit pin number 1011105 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 11/03/17 Valuation . . . . 5389 Expiration Date . . 5/02/18 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov June 28, 2017 5:37:05 PM blaker. water impact fee $1343.00 sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 50.00 01-APPLCTN FEE -PLUMBING 25.00 Oper: ANTONINIL Type: OC Drawer: 1 Date: 11/03/17 01 Receipt no: 17916 2017 1945 440 ROCKY GROVE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 164.00 CC CREDIT CARD $164.00 Total tendered $164.08 Total paysent $164.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. Trans date: 11/03/17 Tine: 12:29:43 NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2766 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.668.5080 Page 2 Application Number . . . . . 17-00001945 Date 21/03/17 Application pin number . . . 954010 Revision number . . . . . . . 1 Other Fees . . . . . . . . . 01-BLDG PLAN REVIEW 765.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 7-2017 373.91 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 1086.29 O1-POLICE IMP-RS 07-2017 374.90 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 30.98 O1-BLDG DBPR SURCHARGE 45.19 Fee summary Charged Paid Credited Due Permit Fee Total 110.00 00 .00 110.00 Other Fee Total 12968.27 12914.27 .00 54.00 Grand Total 13078.27 12914.27 .00 164.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00001945 Date 11/03/17 Revision number . . . . . . . 1 Property Address . . . . . . 440 ROCKY GROVE LN Parcel Number . . 21.19.30.510-0000-2880 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1011105 Permit pin number 1011105 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL _/_/_ BP200I03 CITY OF SANFORD 6/26/17 Application Inquiry - Fees 15:53:04 Application number: 17 00001945 Property 440 ROCKY GROVE LN Fee ` Class/T,!!`^/Description Trans amt Amt due Struct Permit Insp A AF 0-. - ''?LCTN FEE -BUILDING 25.00 25.00 P.o A BR 01-.'LDG PLAN REVIEW 510.00 M2,045 Credit fees due: Revenue fees due: Total due: Press F,iter to continue. F3=Exj-'. 11=Change view CITY OF SANFORD CUSTOMER RECEIPT *ta Oper: BLANTOND Type: OC Drawer: 1 Date: 6/26/17 81 Receipt no: 148358 Year Huber Amount 2017 1945 440 ROCKY GROVE LN SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 533.08 Tender detail CK CHECK 38962 $533.68 Total tendered $533.00 Total payment $533.60 Trans date: 6/26/17 Time: 16:04:43 F12=Cancel 5Y0 0` 0 0 fl F10=Amt billed Bottom Revision 6- , Response to Comments Permit # / / -' Project Address: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 t OCT 2 Email: building@sanfordfl.gov Submittal Date 10/25/ 17 Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkincQ0.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Approvals 5F r1-11-I.7 K RECORD COPY CBUCK Engineering Specialtj Structural Engln~nq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road ,,\`D'"c Jacksonville, FL 32218 SANFORo 877) 358-7663 OFPA`y` for Florida Product Approval FL 16568.1111 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 v GENSZ No 31242 T'• STATE OF 2- ORIOp' ••' G. DIP+W sipee by., lames L kxLrw. .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 if: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineeringring Page Report No.: 25-104-MM2-St0RV-ER 14 SpF+clal W Structural Engineering CBUCK, Inc. Certificate of Authorization s8064 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 #t: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering PagRepe rt NO.: 35of MM2-StORV-ER 14 SpeclaltLi Structural Engineering CBUCK, Inc. Certificate of Authorizotion a8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • 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 61G20-3.005. 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 #f: QUA 1824). I FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering RepoPage rt No.: 4 - 1 7- MM2- StORWER 14 Speclalf' y Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Components/ Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2- Lengths: 2' , 4', 6', 8' and 10' Fastener( s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : # 10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCK Engineering Page Report No.: 55 1 MM2-StORV-ER 14 of 7 Spe JaWy Structural Engineering CBUCK, Inc. Certificate of Authorizotion #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) i FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 15-104-MM2-St0RV-ER 14 SPFCJC LJ Structural Engineertnq CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i 5-1/2" Profile Drawinits 12" 18-1 /4" I 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 RI Date: 2/26/15 CBUCK EngineerIngN Report No.: 15-104-MM2-St0RV-ER_14 Page 7 of 7 1 _ SpeKJcqlW Structural r=nglnestnrIng CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2"o.c. 11/ 2" 47 o.c. N' o.c. Typical, Maximum Nominal Lengths Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Z Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) u p " 1 1 O F, DESCRIPTION AS FURNISHED: Lot 288, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 5.00' LOT 289 Do 5,00, 355.03' G— PC) LOT 307 N 00910'44 W 40.00' 34.80' LOT 288 34.80' 30.0' q FORMBOARD.FOUNDATION 7 TOP OF FORMS - 24.30' h o; I 25.20' 25.20' 10' U IL. ESMT. 8.8.) S 00° 10' 44" E 40. 00, ZOV ROCKY CROVE LANE TRACT I (5o' R/w) URL. do ACCESS R/W 5.00' 5.00' r O O) O LQ LOT 287 00 LVI 41600 sU.F7. LIVING 1,157 SOFT. GARAGE 451 SO.FT. ENTRY 74 SOFT. REAR PATIO 27 SO.FT. BREEZEWAY - N/A SOFT. DRIVEWAY 403 SOFT, A/C PAD 9 SOFT. WALKWAY 67 SOFT. IMPERVIOUS 45.6 x 2,188 SOFT: SOD a 2.912 SOFT. PROPOSED = FINISHED SPOT GRADE ELEVATION R/W - 440 SO. FT. PER DRAINAGE PLANS APRON 110 SOFT f\— - PROPOSED DRAINAGE FLOW BUILDING SETBACKS: SIDEWALK - 200 SO. FT. FRONT a 25' SOD a 130 SO.FT, LOT GRADING TYPE A REAR 15' AMEX PROPOSED F.F. PER PLANS a 24.3' SLOE 5.0' PROPOSED INFORMATION SHOWN AREA - 5,240 SO.FT. 1i SIDE CORNER - 10' BASED ON SUPPLIED PLAN DRIVEWAY - 513 SOFT. 4=PROPOSED GRADE PER CONSTRUCTION PLAN ANDIOR IONSVrRiPER SIDEWALK - 267 CLIENT NOT FIELD D SOD SOFT. CRUSEMVE' YER-SCOTT L7G ASAF0C., INC. - LAN.DSURVEYORS LEGEND - LFAM . KAT rn : M I = 00 E. COLONIAL DR. ORLANDO, FL. J2807 (407)-277-3232 FAX (407)-658-1436 MJil. . OEDI 1K AG . r01NT v REVQEE CWVATIRIE UC - OLOI ROD tt . POINT P COW0UN CIR7VATM I. ME UIMMS ZED DOE71 MINIM Ti W TNT PU AMW LRER IW STAMMM OF MAC= SET PORM NY IW FLORAN BOARD OF IJL MAIM4" RAL . RADIAL PROFESSIOFNt SUIM1iMM AND WVMW W DVPM a1-17 FLOW14 A01O4SiRUM CODE PURSUANT iD SECIIOM 17E.027. PLDRmA STAKES uT V• SCM' IR. 457{ MA . IDK L UNLESS CWWSM W M $URVDWM SRYN7URE AND ORIODNL RAISED SUL 00 SLNKY MAP OR OOr1E5 ARE NOT $AM REC D VA VITNE 3=1040IO x MQ yy ryEy p m PROW MLE MORWMN PW/OAI 10 ME SLmrmn. 1NRE WT lK WNW R6T@CRONS 46 • DINT OI OIMTREaCAM CAL„ ULAM DL: POUR w COMOCTKNI IR11 . CRIIA/OIT REFpIDcr. MON1071T S OR DOEMI IR TNT AFFECT MK PRCPVM.. 4. NO UNDDIGROLWD WPROYOIDRS WYE Dm1 WCA70 UN{EU 07141010M VMIM. CLMERLDC FF. • FTIID® fib ELEVATMN 1LLD . NAIL t DISR . SUO.DDIO 1ZTEADt LINE 0. 110$ SURK7. 6 PREPARED MR THE SOLE DD47TT OF MOW COWMID TO AND SNDIAD NOT W MAD W M t r ANY MCI WIRY R/ V RQJIT-.yAY W ILKa VNEUMMS ID10RN FOR IW LMAMN OF OIPR01EMOM MET M SNOIAD MOT 0E UM TO ROOOMPOWr SOLOCKRY LINM 7. I= ILA( v" TK ORADIAGE S. P. SALC SGLRTNG 8OVIDA$ ARE 84SW AM140 647M AND ON 111E LOW SNOW AS BASE K40W (D.a) a EIEVAT0M7'i IP SHOWN, ARC WSm ON W11ONA1. GEODCM 647WI Or it". (#AM OMDIR'6EMOTm. UTwCHAIN CLSC. MAN LINK rim 9. COMFIrLlt Of AUPMUMN N& 4W VDiF • VWD FDKC C/ S • COCX[TE S1.000 Pt. • r01N7 OF CLOWATUS SCALE L- 1' DRAWN BY: ••• P. T. • PIRM OF 7ANGDCY IXSL • KttRbTON CERTIFIED BY.• 04TE ORDER NO. R • RADIUS D . DELTLENG7M PLOT PLAN 02-27-17 650-17 VD REVISED PLOT PLAN OJ-21:17 IZD2-17 GL - OOIKARM REVISED PLOT PLAN 05-JI2017 NORM MRA180ARD FOUNDATION/ELEVS. 09-01-17 3800-17 THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTATLISHEO 100 YEUT FLOOD PLANE AS PER 7RM' TOM X. GRUSENMEYER, R.LS. / 4714 ZONE v MAP / 12117C 0035 F. LIMES W. SCOTT. R.LS 14801 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 288 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of Pad Was Building Pad Staked: N Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N LIES Project No: 0110.1401008.0000 Workorder No: 9324152-1 Report Date: 09/18/2017 UES Technician Tristin Kegler Date Tested 09/07/2017 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 0-2', Gray Sand; 2-4', Dark Gray Sand; 4-5', Light Gray Sand; 5-7', Dark Gray to Brown Sand Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture N Field Dry Density pcf) Field Moisture Soil Compaction N Pass or Fall 1 Northeast Corner of Pad 0-1 ft 105.4 11.8 105.8 5.8 100 Pass 2 Southeast Corner of Pad 1-2 ft 105.4 11.8 110.0 8.7 104 Pass 3 Southwest Corner of Pad 1-2 ft 105.4 11.8 109.1 8.7 104 Pass 4 Northwest Corner of Pad 1-2 ft 105.4 11.8 106.3 9.3 101 Pass 5 1 Center of Pad 2-3 ft 1 105.4 1 11.8 1 110.5 7.1 105 Pass Remarks: Footings were not excavated at time of test. 440 Rocky Grove Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 ti R vision Response to Comments Permit # /7-- / q4,C Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing lectrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Y Q0 Fax: ^, NO 0 v General description of revision: ROUTING INFORMATION Approvals l-"7 -t-7 Laura Barkman From: Josh Aldrich <JAldrich2@delair.com> Sent: Tuesday, October 31, 2017 8:58 AM To: Stephanie Medlin; Kim Carter, Laura Barkman Cc: Estimatin Admin Subject: /1 Taylor Morris n- Lot 288 Thornbrooke- Needs Re -permitting- Rough 10/31 Attachments: / TBK-288-PREST N-HVACPERMIT-10-31-17.pdf Here is the revised permit pack for Lot 288 TBK that needs re -permitted. Thank you Josh Aldrich DEL=AIR HEATING -AIR CONDITIDNING•APPLIANCES Estimator - Residential 531 Codisco Way Sanford, FL 32771 Phone 888-831-2665 ext Fax 407-333-3853 From: Stephanie Medlin Sent: Friday, October 27, 2017 10:43 AM To: Adam Shields Cc: Estimating Admin; Cheryl Akers Subject: Taylor Morrison- Lot 288 Thornbrooke- Needs Re -permitting- Rough 10/31 Hi, I am not sure who North's contact is as this is one of their jobs. This job needs re - Thank you in advance! h_lq(ts ng due to the new lennox match ups. RECORD COPY /^ FORM,R405-2014 7q FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name- Lot288ThornbrookePrestonAGRE Street: Builder Name: Taylor Morrison,' Permit Office: S,q/VF City, State, Zip: FL , Permit Number: . 0%4.5 RQ Owner: Jurisdiction: 691500 0, t` QgRTMti Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2548.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4 1 1095.10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft° 4 Number of Bedrooms 3 d. N/A R= ft° 5. Is this a worst case? No 10. Ceiling Types (1163.0 sqR.) Insulation Area a. Under Attic (Vented) R=30.0 1163.00 ft' 6. Conditioned floor area above grade (ft') 1989 b. N/A R= ft7 Conditioned floor area below grade (W) 0 c N/A R= ft' 11. Ducts R ft' 7. Windows(337.4 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: Dbl, U=0.34 249.38 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 88.00 ft° 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A ft° SHGC- 13. Heating systems kBtu/hr Efficiency d. U-Faclor: N/A fP a. Electric Heat Pump 32.8 HSPF.8.50 SHGC. Area Weighted Average Overhang Depth: 3,229 ft. Area Weighted Average SHGC: 0.313 14. Hot water systems a Electric Cap- 50 gallons 8. Floor Types (1163.0 sgfl.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 W b Conservation features b. Floor over Garage R=19.0 6.00 ft° None c. N/A R= fla 15. Credits Pstat Glass/Floor Area: 0.170 Total Proposed Modified Loads: 60.40 PASSTotalBaselineLoads: 62.91 1 hereby certify that the plans and specifications covered by Review of the plans and S*N, this calculation are in compliance with the Florida Energy specifications covered by this 000E Code. calculation indicates compliance with the Florida Energy Code. un„a. •••. ;:; :' •;., . '„ PREPARED BY: Before construction is completed DATE: __ _ _-10/31/17- ..- _ -._-__ this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. y COpwiththeFloridaEnergyCode. W O OWNER//3 T:. _ _ BUILDING OFFICIAL: -- DATE: (o 1p - DATE: -- -- -- - fk1 k'1 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. REVISION 10/31/2017 8:55 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot288ThornbrookePrestonA Bedrooms. 3 Address Type: Lot Information Building Type: User Conditioned Area: 1989 Lot # 288 Owner- Total Stories: 2 Block/SubDivision: Thornbrooke 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 Inl 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 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main --- ---- 6 W 19 0 0 1 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 1157 02 0.23 0 0.77 ROOF Roof Gable Roof Solar SA Emilt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1301 H' 292 1`17 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 1163 It" N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) Main 30 Blown 1163 ft' 0.11 Wood 10/31/2017 8:55 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Omt To Wall_T.ype Space R>Value-Et-In-Et-In Area-R>Value_Eraction-Absor._Grade%_ 1 N Exterior Frame - Wood Main 13 38 6 9 0 346 5 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 3 NE Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36 6 ft' 0 0 0.6 0 4 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 ft' 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 6 8 17.2 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 60 ft' 1 ft0 in 1 ft0 in None Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.34 0.31 9.0 ft' 1 ft 0 in 11 ft8 in None Exterior 5 3 NE 3 Vinyl Low-E Double Yes 0.58 0.32 24.0 ft' 11 ft 0 in 0 ft 6 in None None 4 E 4 Vinyl Low-E Double Yes 0.34 0.31 8.0 ft' 1 ft 0 in 1 ft0 in None Exterior 5 5 E 4 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 6 S 6 Vinyl Low-E Double Yes 0.34 0.31 45 0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 7 S 7 Vinyl Low-E Double Yes 0.34 0.31 38 5 ft' 1 It 0 in 11 ft8 in None Exterior 5 8 W 8 Vinyl low- E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft0 in None Exterior 5 9 w 8 Vinyl Low-E Double Yes 0.34 0.31 40 0 ft' 1 It 0 in 1 ft 0 in None None 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 57.8 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 11 W 9 Vinyl Low-E Double Yes 0.58 0.32 64.0 ft' 9 ft 0 in 0 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451ft' 451ft' 64ft 8ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000292 1524.9 83.71 157.44 2627 5 10/31/2017 8.55 AM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF•8.5 32 8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.2 kBlu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 095 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft? DUCTS Supply -- Return --- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat. Y Ceiling Fans: CoolingI Healinf X Jan f ]Feb j Mar Jan Feb [ Mar Apr r[ ] A r II Ma rj Jun JXJ Jul May Jun Jul Au rlAugSe SeP 1AOct Oct Nov Nov Dec Dec Ventin Ij Jan [ J Feb (X Mar llA r llMay Jun Jul Aug Se 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/ 31/2017 8:55 AM EnergyGauge® USA - FlaRes2014 Section R405 4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c N/A FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13 0 1233.00 ft7b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 3 d. N/A R= fN 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1163.00 ft' 1989 b. N/A R= fl' c. N/A R= ft' Area 249.38 W 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH• Main 6 397.8 88.00 W 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 34.2 SEER:15.00 ft' 3.229 ft. 0.313 Insulation Area R=0.0 1157.00 ft' R=19.0 6.00 ft' R= it' 13. Healing systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: kBtu/hr Efficiency 32.8 HSPF:8.50 Cap- 50 gallons EF: 0.95 Pstat 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. 10/31/2017 8:55 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Job: Lot288ThornbrookePres... 1 DEL -AIR Manual S Compliance Report Date: June14,2014 HUMO • AM CONOTr1 MG Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407.333-3853 Web WWW.DELAIR.COM For: Taylor Morrison, Preston Design Conditions Outdoor design DB: 92.9°F Sensible gain: 29005 Btuh Entering coil DB: 75.8°F Outdoor design WB: 75.0°F Latent gain: 4221 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 33226 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 32183 Btuh 111% of load Latent capacity: 2454 Btuh 58% of load Total capacity: 34637 Btuh 104% of load SHR: 93% Design Conditions Outdoor design DB: 41.0°F Heat loss: 25252 Btuh Entering coil DB: 69.70F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 31407 Btuh 124% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets are all requirements of ACCA Manual S. C htsoft' 2017.Oc1.31 08 52 34 W rl 9 Righl-Suile® Universal 2017 17 0 23 RSU24011 Page 1 ACCA . okePreslonAGRE\Lol288ThornbrookePreslonAGRE.rup Calc = MJ8 House laces: E DEL-AIR Component Constructions r. - AM C011=11111110 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW DELAIR COM For: Taylor Morrison, Preston Location: Orlando Sanford AP, FL, US Elevation: 52 ft Latitude: 290N Outdoor: Heating Dry bulb (OF) 41 Daily range (OF) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: 13A-2ocs Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" wood frm, 16" o.c. stud Job: Lot 288ThornbrOOkePreS... Date: June 14,2014 By: RH Heating Cooling 70 75 29 18 30 50 2.4 37.7 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain b= Stuh/hl--•F m-•F/BWh BWh/M BWh BWhAN BWh n 302 0.091 13.0 2.64 796 2.83 854 e 247 0.091 13.0 2.64 652 2.83 700 s 341 0.091 13.0 2.64 899 2.83 965 w 200 0.091 13.0 2.64 528 2.83 567 all 1089 0.091 13.0 2.64 2874 2.83 3085 n 321 0.201 4.1 5.83 1869 4.34 1392 e 60 0.201 4.1 5.83 352 4.34 262 se 12 0.201 4.1 5.83 72 4.34 54 s 349 0.201 4.1 5.83 2034 4.34 1515 w 158 0.201 4.1 5.83 919 4.34 684 all 900 0.201 4.1 5.83 5247 4.34 3908 203 0.091 13.0 2.64 536 1.75 355 Windows 2A•2ov: 2 glazing, clr low•e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 it window ht, 1 it e sep.); 6 67 ft head ht W w all 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.25 ft window ht, w 11.67 it sep.); 6.67 it head ht all 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1 ft sep.), 6.67 ft head ht 10C-v 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft 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); 1 0 overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 45 0.340 0 9.86 444 12.6 565 15 0.340 0 9.86 148 35.9 538 30 0.340 0 9.86 296 35.9 1076 40 0.340 0 9.86 394 35.9 1434 130 0.340 0 9.86 1282 27.8 3613 39 0.340 0 9.86 380 12.6 484 58 0.340 0 9.86 570 35.9 2073 96 0 340 0 9.86 950 26.5 2557 8 0.340 0 986 79 35.9 287 24 0.580 0 16.8 404 11.9 287 6 0,340 0 9.86 59 12.6 75 W rl htsoft' 2017.Oc1.31 OB 52 34 9 Righl•Suile® Universal 2017 t7 0.23 RSU24011 Page 1 okePreslonAGRE%Lol288ThornbrookePreslonAGRE.rup Calc = MJ8 House laces E 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl 1rm mat, clr innr, 1/4" gap, s 9 0.340 0 1/8" thk, NFRC rated (SHGC=0.31); 1 It overhang (4.2 It window ht, 11.67 It sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl trm mat, clr innr, 1/4" w 64 0.580 0 gap, 1/8" lhk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 0 It sep.); 6.67 If head ht Doors 11 DO: Door, wd sc type n 17 0.390 0 Ceilings 16B-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1163 0.032 30.0 gypsum board int Insh Floors 20P-191: Fir floor, wd fir, 1" thkns, r-19 ext ins, gar ovr 6 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 117 0.989 0 9 At4 * wrightSOW Righl-Suite® Universal 2017 17 0 23 RSU24011 okePresionAGRENLol288ThornbrookePresionAGRE rup Calc a MJ8 House laces E 9.86 90 14.2 129 16.8 1076 18.7 1194 11.3 195 12.0 206 0.93 1079 1.73 2017 1.45 9 0.71 4 28.7 3363 0 0 2017.0cl-31 08:52:34 Page 2 DEL -AIR Project Summary Job: Lot 288ThornbrookePres... 1 7 Date: June 14,2014 t ta•t tlttrr>o1 t: Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax, 407-333.3853 Web WWW.DELAIR.COM For: Taylor Morrison, Preston Notes: 11/6/14 GCR, 4-17-15 EJH RVSD 12/18/15 JA LS 3/9/17 JA LS.3/30/17. R C. Weather: Orlando Sanford AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22782 Btuh Structure 25557 Btuh Ducts 2470 Btuh Ducts 3448 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh n one none Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25252 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 29005 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3513 Btuh Ducts 708 Btuh Central vent (0 cfm) 0 Btuh Heatingg Cooling none) Area (W 1989 1989 Equipment latent load 4221 Btuh Volume ()ft3) 20878 20878 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 33226 Btuh Equiv. AVF (cfm) 174 90 Req. total capacity at 0.75 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-036-230-21 Cond 14HPX-036-230-21 AHRI ref 10258589 Coil CBA27UHE-036-230'++TDR A H R I ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 34 OF Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. 2017.Ocl-31 08:52:34 wrightsoft' Righl-Suile® Universal 2017 17.0.23 RSU24011 Page 1 ACOo.okePresionAGRE\Lol288ThornbrookePresionAGRE rup Calc - MJ8 House laces: E QDEL--AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax 407.333.3853 Web. WWW DELAIR.COM Job: Lot 288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire Hogue 254.3 It 9.2 it d 2278.9 It2 Family/Great rm 32 0 If 9.3 It heaVcool 150 x 17.0 It 255.0 112 Ty Construction number U-value BluhAtZ•F) Or HTM Bi f12) Area (ft2) or perimeter (it) Load Btuh) Area (II2) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cool 6 VI/ G 12 Osw 2A-2ov 0.091 0 340 n n 2.64 9.86 2.83 12.56 347 45 302 0 796 444 854 565 0 0 0 0 0 0 0 0 y/ G 13A•2ocs 2A-2ov 0201 0 340 n n 5.83 9.86 4.34 12.56 359 39 321 0 1869 380 1392 484 159 0 159 0 925 0 689 0 11 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a a a 2.64 9.86 9.86 2.83 35.86 35.86 270 8 15 247 0 0 652 79 148 700 287 538 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.83 4.34 60 60 352 262 0 0 0 0 vy C 13A-2ocs 10C-v 0.201 0_580 0.091 0 w 0.201 0.340 se se s s s 5.83 16_82 2.64 9.86 5.83 4.34 11.95 2.83 12_56 4.34 36 24 12 24 72 404 54 287 965 75 0 0 0 0 0 0 0 0 0 0 0 0 y/ 1-<a 1210-0sw 2A-2oy 13A•2ocs 347 6 341 6 899 59 0 0 0 0 358 9 349 0 2034 90 528 296 394 1515 129 567 1076 1434 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 2A_2ov 12C-0sw 2A-2ov 213•21v 13A-2ocs 2A•2ov 2A•2ovd 12C-0sw IIDO 0. 091 0. 340 0 340 s_ w w w 9. 86 2. 64 9. 86 9. 86 5. 83 9. 86 16. 82 2. 64 11. 31 14. 20 2. 83 35. 86 35. 86 4. 34 35. 86 18. 66 1. 75 11. 97 270 30 40 200 0 0 0 0 0 I( 0. 201 0. 340 0_ 580 0. 091 0. 390 w w w n 279 58 64 158 0 60 919 570 1076 536 195 684 2073 1194 140 0 64 76 0 60 443 0 1076 330 0 1194 P 220 17 203 17 355 206 0 0 0 0 0 0 0 0 C 168•30ad 0.032 0.93 1.73 1163 1163 1079 2017 0 0 0 0 F 2OP-191 0.050 1.45 0.71 6 6 9 4 0 0 0 0 F 22A•Ipl 0.989 28.68 0.00 1157 117 3363 0 255 32 918 0 6 0 AED excursion 2780 1253 Envelope loss/gain 17242 20499 3362 3466 12 a) Infiltration b) Room ventilation 5540 0 1778 0 711 0 228 0 13 Internal gains Occupants @ 230 Appliances/ other 6 1380 1900 4 920 0 Subtotal ( lines 6 to 13) 22782 25557 4072 4614 14 15 Less external load Less transfer Redistribution Subtotal Duct 11% 131/6 0 0 0 22782 2470 0 0 0 25557 3448 01% M. 0 0 0 4072 0 0 0 0 46t4 0 Total room load Air required (clm) 252521 11601 29005 1160r1 1187 4072 4614 185 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. gA wrightsck t' Righl-Suile® Universal 2017 17 0 23 RSU24011 2017-Oct-31 0 page 1 okePreslonAGRE\ LO1288ThornbrookePreslonAGRE rup Calc = MJ8 House laces. E DEL --AIR Right-JO Worksheet MA'"°' °M Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web WWW.DELAIR.COM Job: Lot 288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master bdrm 29.5 It 9.3 It heal/cool 15.0 x 145 11 217.5 It2 M.BIh 11 5 It 9.3 It heal/cool 1.0 x 96.8 It 96.8 112 Ty Construction U-value Btuh/I12-°F) Or HTM 81uN112) Area (It2) or perimeter (11) Load Bluh) Area (112) or perimeter (it) Load Bluh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 VN C 12C-Osw 2A-2ov 0.091 0.340 n n 2.64 9.86 2.83 12 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C 13A-2ocs 2A-2ov 0.201 0.340 n n 5.83 9.86 434 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 G 12C 0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 a a a 2.64 9.86 9.86 283 3586 35.86 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-- VC W 13A-2ocs 0,201 a 5.83 4.34 0 0 0 0 0 0 0 0 1= 13A-2ocs tOC-v 0.201 0_580 0.091 0_340 0.201 0.340 se se s s s 5.83 16_82 2.64 9_86 5.83 9.86 2.64 9.86 9.86 434 11.95 2.83 12_56 4.34 0 0 0 0--- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 1--(_ 12C-Osw M-2ov 13A-2ocs 0 0 135 0 0 0 0 0 0 0 0 0 0 0 V G 135 0 786 0 0 0 00 585 0-0-0 107 107 0 0 0 623 0 464 0 0 0 0 2A:2ov 1210-0sw 2A-2ov 2B-21v 0.091 0.340 0_340 s_ w w w 1_4.20 2.83 3586 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 02 VLS13A-2ocs 2A-2ov 2A-2ovd 1213-0sw 11 DO 0.201 0.340 0.580 0.091 0.390 w w w n 5.83 9.86 16.82 2.64 11.31 4.34 35.86 18.66 1.75 11.97 140 58 0 82 0 0 476 570 0 355 2073 0 0 0 0 0 0 0 0 0 0 0 P L-D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.93 1.73 0 0 0 0 0 0 0 0 F 2OP-191 0,050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0 00 218 30 846 0 97 12 330 0 6 c) AED excursion 849 19 Envelope losstgain 2678 3862 953 445 12 a) Infiltration b) Room ventilation 653 0 210 0 255 0 82 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 3332 4302 12081 527 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 .00/6 0'/, 0 0 0 3332 1 0 0 0 0 4302 0 0% 0% 0 0 0 1208 0 0 0 0 527 0 Total room bad Air required (ctm) 33321153 4302 172 1208 55 527 21 Calculations amoved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoTt" 2017-Oct-31 08 52:34 Right -Suite® Universal 2017 17 0 23 RSU24011 Page 2 okePreslonAGRE%Lol288ThornbrookePreslonAGRE.rup Calc - MJ8 House laces: E DEL-AIR Right-JO Worksheet Job: Lo1288ThornbrookePreston... 1fi='AM Entire House Date: June 14,2014 By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M. W c 0 11 9.3 11 heat/cool 35 x 6.5 11 22.8 112 KWIC 0 It 9.3 11 heal/cool 1.0 x 48.0 It 48.0 112 Ty Construction number U-value BIuIVII2••F) Or HTM BIuIV49 Area (119 or perimeter (11) Load Bluh) Area (It2) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 t12C-Osw C 2A•2ov 13A•2ocs 2A•2ov 0.091 0.340 0.201 0.340 n n n n 2.64 9.86 5.83 9.86 2.83 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ Imo; 4.34 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy 12C-Osw 2A •2ov 2A•20v 0.091 0.340 0.340 a e a 2.64 986 9.86 2 83 3586 35.86 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 13A-2ocs 0201 e 583 434 0 0 0 0 0 0 0 0 iVy 13A•2ocs tO(:-v 0.201 0580 0.091 0.340 0.201 0.340 se se s s s s_ w w w 5.83 1682 2.64 9. 12C-Osw 86 5.83 9.86 2.64 9.86 9.86 4.34 tt.95 283 12.56 4.34 L4.20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ V--G V G 2A-2ov 13A-2ocs 2A:2ov 12C-0sw 2A•2ov 213-21v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0-0-0 0 0 0 0 0 0 0.091 0.340 0.340 2.83 35.86 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs 2A-2ov 2A-2ovd 12C-0sw 11 DO 0.201 0.340 0.580 0.091 0.390 w w w n 5.83 9.86 16.82 2.64 11.31 4,34 35.86 18.66 1.75 11.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 0 0 0 0 0 0 0 F 2OP•191 0.050 145 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 28.68 0.00 23 0 0 0 48 0 0 0 6 c) AED excursion 2 2 Envelope loss/gain 0 2 0 2 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 50 0 0 50 Subtotal (lines 610 13) 0 48 0 48 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 0 0 0 0 0 48 0 0'/e 0% 0 0 0 0 0 0 0 0 48 0 Total room load Air required (clm) 0 0 48 2 0 0 48 2 Calculations aDDroved by ACCA to meet all reauirements of Manual J 81h Ed. wrightsoft- 2017.Oc1•31 08:52.34 Righl•Sui1e® Universal 2017 17.0.23 RSU24011 Page 3 okePreslonAGRE%Lol288ThornbrookePreslonAGRE rup Calc = MJ8 House laces: E DEL --AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web. WWW DELAIR.COM Job: LOt288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Laundry 6.5 It 93 11 heal/cool 6.5 x 6.5 If 42.3 It2 Kitchen 11.4 11 9.3 11 heat/cool 1.0 x 134.4 It 134.4 112 Ty Construction number U-value BtuldllZ•F) Or HTM BIu1V112) Area (II2) or perimeter (11) Load Btuh) Area (112) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heal cod 6 VIl C 12C-Osw 2A-2ov 0.091 0.340 n n 2.64 9.86 2.83 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ Y--f 13A•2ocs 2A-2ov 0.201 0.340 n n 5.83 9.8-6 4.34 12.56 0 0 0 0 0 0 0 0 107 0 107 0 625 0 466 0 11 T 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a a a 2.64 9.86 9.86 2.83 35.86 35.86 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 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 t--C 13A-2ocs 10C-v 0.201 0_580 0.091 0.340 se se s s 5.83 16_82 2.64 9 86 4.34 A 95 2.83 12_56 4.34 14.20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C. 12C-Osw 2A-2ov 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II-G v 1 I--C G, 13A•2ocs 2A_2av 12C-Osw 2A-2ov 0.201 0.340 0.091 0.340 0.340 s s_ w w w 5.83 9.86 2.64 9 86 9.86 60 0 352 0 262 0 0 0 0 0 0 0 0 0 0 0 0 2.83 35 86 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0• 0 0 0 0 0 0 1--G 28.21v 13A-2ocs 2A-2ov 2A•2wd 0.201 0.340 0.580 w w w 5.83 9.86 16.82 4.34 35.86 18.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-Osw 11 DO 0.091 0.390 n 2.64 11.31 1.75 11.97 0 0 0 0 0 0 0 0 131 0 131 0 346 0 229 0 C 16B-30ad 0.032 0.93 1.73 0 0 0 0 0 0 0 0 F 2OP-191 0 050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 28.68 0.00 42 7 186 0 134 11 327 0 6 c) AED excursion 32 69 Envelope loss/gain 539 231 1298 626 12 a) Infiltration b) Room ventilation 144 0 46 0 255 0 82 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 1200 Subtotal (lines 6 to 13) 1 683 8T71 1554 1908 14 15 Less external load Less transfer Redistribution Subtotal Duct bads I 0% 0% 0 0 0 683 0 0 0 0 877 0 0% 01% 0 0 0 1554 0 0 0 0 1908 0 Total room load Air required (cfm) 683 31 877 35 1554 71 1908 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r;,A wrightsofY AC Righl-Style® Universal 2017 17 0 23 RSU24011 2017.Oc1.31 0 Page 4 okePreslonAGRENLot288ThornbrookePreslonAGRE.rup Calc - MJ8 House laces. E DEL -AIR Right-J® Worksheet n°'"'° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM Job: Lot288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining 13.8 II 9.3 It heat/cool 1.0 x 301.3 It 301.3 112 Pwdr 12.5 It 9.3 It heat/cool 6.5 x 6.0 It 39.0 ftz Ty Construction number U-value BIOVl1;•F) Or HTM Bluh/fl--) Area (ft2) or perimeter (it) Load Btuh) Area (I12) or perimeter (11) Load Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VI/ C 12C Osw 2A-2ov 0.091 0.340 n n 2.64 986 283 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 13A-2ocs 2A-2ov 0.201 0.340 n n 5.83 9.86 434 12.56 93 39 55 0 319 380 238 484 0 0 0 0 0 0 0 0 11 12C-0sw 2A•2ov 2A-2ov 0.091 0.340 0.340 e e a 2 64 986 9.86 2.83 3586 35.86 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 13A-2ocs 0.201 a 5.83 4 34 0 0 0 0 60 60 352 262 V r 1---(' 13A-2ocs 10C•v 0.201 9 5PD se se s s 5.83 1682 2.64 86 434 11.95 2.83 12_56 36 24 12 24 72 404 54 287 0 0 0 0 0 0 0 0 V1/ G 12C-Osw 2A•2ov 0.091 0340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A_2ov 12C-Osw 2A-2w 2B-21v 0.201 0.340 0.091 0.340 0.340 s s_ w w w 5.83 9.86 2.64 9.86 9.86 4.34 0 0 0 0 0 0 0 0 0 0 0 56 9 0 0 0 47 0 272 90. 0 0 0 203 129 0 0 0 Vj/ 1.4.20 2.83 35.86 35.86 0 0 0 0 0 0 0 0 0 0 0 0lG] v C 13A-2ocs 2A•2ov 2A•2oyd 12C-0sw 11DO 0.201 0.340 0.580 0.091 0.390 w w w n 5.83 9.86 16.82 2.64 11.31 4.34 35.86 1866 1.75 11.97 6 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- P11 __ L-D 89 17 72 17 190 195 126 206 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 22 22 20 38 20 20 18 34 F 2OP-191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.68 0.00 301 14 397 0 39 13 359 0 6 c) AED excursion 61 4 Envelope loss/gain 1977 1371 1091 624 12 a) Inldlration b) Room ventilation 309 0 99 0 277 0 89 0 13 Internal gains: Occupants @ 230 Appliances/other t 230 0 0 0 0 Subtotal (lines 6 to 13) 2286 1700 1368 713 14 15 Less external load Less transfer Redistributwn Subtotal Duct loads 21% 26/6 0 0 0 2286 473 0 0 0 1700 443 21 % 260/6 0 0 0 1368 283 0 0 0 713 186 Total room load Air required (clm) 2759 127 2143 86 1651 76 899 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F- wright6oft 2017.00I.31 08 52 34 ACZk Right -Suite® Universa120t7 17.0.23 RSU24011 Page 5 okePreslonAGRE%Lol288ThornbrookePreslonAGRE rup Calc = MJ8 House laces' E DEL -AIR Right-J® Worksheet Job: Lo1288ThornbrookePreston... Entire House Date: June 14,2014 By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407.333.3853 Web WWW.DELAIR COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Open to Below 32.0 It 9.0 It heal/cool 15.0 x 17.0 It 255.0 IIz Bdrm 2 26.0 11 9.0 It heat/cool 150 x 11.0 It 165.0 IIz Ty Construction number U-value BIUIVII;•F) Or HTM 81u1V119 Area (112) 1 or perimeter (11) Load Bluh) Area (112) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VII fi 12C•Osw 2A•2ov 0.091 0.340 n n 2.64 9.86 2.83 12.56 153 0 153 0 404 0 433 0 0 0 0 0 0 0 0 0 y/ 1-C 13A-200s 2A-2ov 0.201 0,340 n n 5.83 9.86 4.34 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vj/ CG 12C.Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a a a 2.64 9.86 9.86 2.83 35.86 35.86 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 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 y/ 13A-2ocs 10C-v 0.201 Q.580 0.091 0.340 0.201 0.340 0.091 0.340 0_340 se se s s s s_ w w w 5.83 16 82 2.64 9_86 5.83 9.86 2.64 9.86 9.86 4.34 11.95 2.83 12_56 4.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C 12C-Osw 2A-2ov 0 0 0 0 0 0 0 0 99 0 99 0 261 0 280 0 yl 13A-2ocs 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 2A_2Dv 12C-Osw 2A•2ov 28-21v 1.4.20 2.83 35.86 35.86 135 0 40 95 0 0 251 0 394 269 0 1434 135 30 0 105 0 0 277 296 0 297 1076 0 GG 13A-20cs 2A-2ov 2A-2ovd 0.201 0.340 0.580 w w w 5.83 9.86 16.82 4.34 35.86 1&66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.__0 0 0 PI - LD 12C-Osw 11 DO 0.091 0.390 n 2.64 11.31 1,75 11.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 255 255 237 442 165 165 153 286 F 2OP-191 0 O50 1.45 0.71 0 0 0 0 0 0 0 0 F 22A•td 0.989 28.68 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 573 429 Envelope loss/gain 1286 3152 987 2369 12 a) Infiltration b) Room verlhlalion 686 0 220 0 557 0 179 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1971 3372 1544 2548 14 15 Less external load Less Iransler Redistribution Subtotal Duct loads 21% 26% 1 0 0 0 1971 408 0 0 0 3372 879 21% 261% 0 0 0 15" 320 0 0 0 2548 664 Total room load Air required (clm) 2379 109 4251 170 1 1864 86 3211 128 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsoft' 2017.Oct-Oct08:52:34 Righl• Suge® Universal 2017 17.0.23 RSU24011 Page 6 okePreslonAGRE% Lol288ThornbrookePreslonAGRE rup Calc - MJ8 House laces. E DEL --AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C 81 REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web WWW.DELAIR.COM Job: Lo1288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Blh 2 8.5 It 9.0 If heal/cool 6.5 x 8.5 It 55 3 I12 loll 24.5 It 9.0 It heat/cool 1.0 x 420.5 It 420.5 II= Ty COnSImclion number U-value Bluh/112 'F) Or HTM BtulVlt2) Area (112) or perimeter (11) Load Bluh) Area (112) or perimeter (II) Load Bluh) Heal cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 VII 12C-0sw 2A-2ov 0.091 0.340 n n 2.64 9.86 2.83 12.56 0 0 0 0 0 0 0 0 99 30 69 0 182 296 195 377 y/ 13A-2ocs 2A•2ov 0.201 0.3401 n n 5.83 1 9 86 4.34 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C-0sw 2A-2ov 2A•20v 0.091 0.340 0.340 a a a 2.64 9.86 9.86 2.83 35.86 3586 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 59 0 0 154 0 0 166 0 0 W 13A•2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 G 13A•2ocs IOC-v 0.201 0_58o 0.091 0.340 se se s s 5.83 1682 2.64 9 86 4.34 11.95 2.83 12_56 4.34 0 0 0 0 71 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 178 0 0 0 0 0 0 V C 12C-0sw 2A-2ov 13A•2ocs 2A_2w 12C-0sw 2A•2ov 2B-21v 77 6 0 0 186 59 200 75 63 0 0 0-0-0. 63 0 0 0 0 0 166 0 VLG 0.201 0.340 0.091 0 340 0 340 s s_ w w w 5.83 9.86 2.64 9.86 9.86 0 0 0 0 0 Vjl fC; 1-4.20 2.83 35.86 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ - L:22A-v 13A•20cs 2A-2ovd 0.201 0.340 0.580 w w w 5.M 9.86 16.82 4.34 35.86 18.66 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 12C-0sw 11 DO 0.091 0.390 n 2.64 11.31 1.75 11.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1668-30ad 0.032 0.93 1.73 55 ss 51 9s 421 421 390 729 F 2OP•191 0.050 1.45 0.71 0 0 0 0 0 0 0 0 F 22A-lpl 0.989 28.68 0 00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 63 Envelope loss/gain 1296 35611189 1583 12 a) Infiltration b) Room ventilation 182 0 58 0 525 0 169 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 479 414 1714 1751 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 21% 268/6 0 0 0 479 99 0 0 0 414 108 21% 26% 0 0 0 1714 355 0 0 0 1751 456 Total room load Air required (clm) 1 578 27 522 21 2068 95 2207 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft- 20t7.Ocl-31 08.52:34 AM,Right-Suile4D Universal 2017 17.0 23 RSU24011 Page 7 okePreslonAGRE\Lol288ThornbrookePreslonAGRE.rup Calc = MJ8 House laces: E RDEL--AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DELAIR.COM Job: Lot 288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bdrm 3 22.0 If 9.0 11 heal/cool 11.5 x 10.5 It 120 8 02 Bdrm 3 W is 5.5 If 9.0 If heaUcool 5.5 x 5.0 If 27.5 112 Ty Construction number U-value Bluh/11;"F) Or HTM Bluh/In Area (III or perimeter (11) Load Bluh) Area (112) or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat cod 6 VIl L SOsw2A-2ov 0.091 0.340 n n 2.64 9.86 2.83 12.5_6 95 15 80 0 210 148 225 188 0 0 0 0 0 0 0 0 yl G 13A-2ocs 2A-2ov 0.201 0.340 n n 5.83 9.86 434 12.56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a a a 2.64 9.86 9.86 2.83 3586 35.86 104 0 15 89 0 0 234 0 148 251 0 538 50 0 0 50 0 0 131 0 0 140 0 0 W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 0 0 0 0 V I L-C 13A-2ocs 10C., 12C-Osw 2A-2ov 13A.20cs 0.201 0_580 0.091 0_340 0.201 0.340 0.091 0.340 0.340 se se s s s s_ w w w 5.83 16 62 2.64 9_86 5.83 9.86 2.64 9.86 9.86 4.34 11.95 2.83 12.56 434 14.20 2.83 35.86 35 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1/ G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILL-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 Vj/ 2A_2Dv 12C-0sw 2A-2ov 2B-21v 0 0 0L--GG W, - L_-GG 13A-20cs 2A:2 2A20vd 12C-0sw 11 DO 0,201 0.340 0_580 0.091 0.390 w w w n 5.83 9.86 16.82 2.64 1131 4.34 35.86 18_66 1.75 11.97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.93 1.73 121 121 112 209 28 28 26 48 F 2OP-191 0.050 1.45 0.71 1 1 1 0 6 6 8 4 F 22A-10 0.989 2868 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 55 8 Envelope loss/gain 852 1357 164 184 12 a) Infiltration b) Room ventilation 471 0 151 0 118 0 38 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1323 1509 2821 222 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 21% 26% 0 0 0 1323 274 0 0 0 1509 393 21% 26% 0 0 0 282 58 0 0 0 222 58 Total room bad Air required (clm) 1597 73 1902 76 1 1 341 16 280 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w righ tsoft- 2017.Oc1.31 08:52:34 Righl-Suile® Universal 2017 17.0.23 RSU24011 Page 8 okePreslonAGRE\Lol288ThornbrookePreslonAGRE rup Calc = MJ8 House laces: E DEL --AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407.333.2665 Fax, 407.333.3853 Web: WWW.DELAIR.COM Job: Lot288ThornbrookePreston... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Blh 3 18.5 It 9.0 II heal/cool 6.5 x 12.0 it 78.0 112 Ty Construction number U-value Btutvflz-F) Or HTM 131uhrfl2) Area (112) or perimeter (It) Load 81uh) Area or perimeter Load Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 V! G 12C•Osw 2A•2ov 0.091 0.340 n n 2.64 9.86 2.83 12 56 0 0 0 0 0 0 0 0 Vy C 13A•2ors 2A•2ov 0.201 0.340 n n 5.83 9.86 4.34 12.56 0 0 0 0 0 0 0 0 11 yl 12C-Osw 2A-2ov ZA•Zov 0.091 0.340 0.340 a a a 2.64 9.86 9.86 2.83 35.86 35.86 59 8 0 51 0 0 133 79 0 143 287 0L( W 13A-2ocs 0.201 a 5.83 4.34 0 0 0 0 Vy C 13A-20cs tOC-v 0.201 0.580 0.091 0_340 se se_ s s 5.83 16.82 2.64 9_86 4.34 11.95 2.83 12.56 0 0 108 0 0 0 0 0 0 0 iy/ 12C-Osw - -- 108 0 285 0 306 0 yy/l C 2A-2c 13A-2ocs 2A-2ov 12C-Osw 2A-2ov 28-21v 0.201 0.340 0.091 0.340 0.340 0.201 0.340 0.580 5 s_ w w w w w w 5.83 9.86 2.64 986 9.86 5.83 986 16 82 434 14.20 2.83 35.86 35.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 y/ I G 13A•2ocs 2A•20v 2A-2ovd 4.34 35.86 18.66 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 12C-Osw IIDO 0 091 0. 390 n 264 11. 31 1. 75 11. 97 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.93 1.73 78 78 72 135 F 2OP-191 0 O50 1.45 0.71 0 0 0 0 F 22A•tpl 0.989 28.68 0.00 0 0 0 0 6 c) AED excursion 6 Envelope loss/gain 570 877 12 a) Inlillration b) Room ventilation 396 0 127 0 13 Internal gams: Occupants @ 230 Appliances/ other 0 0 0 Subtotal ( lines 6 to 13) 966 1004 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 21% 26% 0 0 0 966 200 0 0 0 1004 262 Total room load Air required (clm) 1 1166 54 1266 51 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. 7 - Fk wr1ghtsoTt 2017-Oct-31 08 52 34 4C A Right•Suite® Universal 2017 17 0.23 RSU24011 Page 9 okePreslonAGRE% Lol288ThornbrookePreslonAGRE.rup Calc = MJ8 House laces: E Lol2 DEL -AIR Duct System Summary Job: June 1 ,201nbrookePres... ttutlt ic • tw1 corlcmo m1e Date: June 14,2014 Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web WWW.DELAIR COM For: Taylor Morrison, Preston 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 0.139 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0,120 / 0,120 in H2O 0.139 in/100ft 1160 cfm 172 f t Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 3211 86 128 0.292 6.0 Ox 0 VIFx 12.2 70.0 Bdrm 3 c 1902 73 76 0.259 6.0 Ox 0 VIFx 22.8 70.0 Bdrm 3 Wic h 341 16 11 0.265 4.0 Ox 0 VIFx 20.6 70.0 Blh 2 h 578 27 21 0.316 4.0 Ox 0 VIFx 5.9 70.0 Sth 3 h 1166 54 51 0.295 4.0 Ox 0 VIFx 11.3 70.0 Dining h 2759 127 86 0.181 7.0 Ox 0 VIFx 42.3 90.0 SO Family/Great rm h 4072 187 185 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 Kitchen c 1908 71 76 0.183 6.0 Ox 0 VIFx 41.0 90.0 SO Laundry c 877 31 35 0.191 4.0 Ox 0 VIFx 35.6 90.0 SO M.Bth h 1208 55 21 0.179 5.0 Ox 0 VIFx 43.8 90.0 SO M.Wc c 48 0 2 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M.Wic c 48 0 2 0.182 4.0 Ox 0 VIFx 41.6 90.0 SO Master bdrm c 4302 153 172 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below c 4251 109 170 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1651 76 36 0.193 5.0 Ox 0 VIFx 34.4 90.0 SO toil h 2068 95 88 0,272 6.0 Ox 0 VIFx 18.4 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 340 358 0.139 456 12.0 0 x 0 VinlFlx SO stl Peak AVF 701 615 0.139 656 14.0 0 x 0 VinlFlx wri htsoft' 2017.Oct-3108.52.36 9 Righl•SudeO Universal 2017 17 0 23 RSU24011 page 1 okePresionAGRE\Lol288ThornbrookePreslonAGRE 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 Matt Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx WI'1 htsoft' 2W-Oc1-3108:52.36 9 Righl-Style® Universal 2017 17.0.23 RSU24011 Page 2 ACCA...okePreslonAGRE\Lol288ThornbrookePreslonAGRE rup Calc - MJ8 House laces E FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot288ThornbrookePrestonAGRE 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 3/31/2017 8-25 AM 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 O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). D 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) 3/31/2017 8:23:56 AM 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: Lol288ThombrookePreslonAGRE Builder Name. Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.ft. Cond. Volume: 18299 cu ff. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8 Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the lest, 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: 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. 10E STgT Cl, a _v COD WE 5 DATE: BUILDING OFFICIAL: DATE: 3/31/2017 8:25 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Pertormance 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 budding 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 leakage. Windows, 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 101/1 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 heal 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)AII 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 lightness criteria by post-construclion or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free' by either of the following: 1. Post -construction lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feel (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the budding envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Pagel 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 1051F (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 oft 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 '/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 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. 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. 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducl(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel healing equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the healer to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21 56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/31/2017 8:24 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 I I I I I I I 1 I I Y,ea I MW•1 I w. I rod 1 to a• i w Yu t e pem 0®ROQ/i f{ NI 10.6 cd 3' both duct 9, Iz.6 S. : e to ror wall _ \ / cup w/Fande I o W/ f Nutone 696RNBe i L®-/ P y' 6' 9' 12 rep 8oi Ioua .ei 12.12 re 111lll 3' bath duct to wall cap w/ fnn Nutone 696RP e' dryer duct to . all Cap drys ent 3' both duct 42' x42' A/C Slab B dein. By BuilrM2' from de Vail n. Ye 1 to well cap C Io w/ fnn i . s. I Nutone 696RNB 3 13 yV /siVez ov IFN I pie trorw by I I.:; 1 1 eCYle d/ B'.1'0' I I I I I I 1 a 1 1 1 I 1 1 1 1 n GAP 1 ePPd M r---------- 1 I i l i trpns/er daces/oral, W—C Y ldR R, I-tnl 1.9d. r ost pee4l .1hv l I W yrgerCYt an OaOrf 1 I Must have a nlnlnun clearance of 2 Inches around I the air handler per thief m Waul, Yoer« Stott Energy code. All duct has an re6 IrElatbn 9 E3 0 0 F O N Z CD d' cl O CD= 0 l— cu Z W I— OL QCK 0= 3= CL J F- —) Ce Z O } aN m W > Z 0 Z O W 3 7 J O O a o: CCICt_JWaa DESCRIPTION AS FURNISHED: Lot 288, THORNBROOKE 'PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, • Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 307 REC. 1/2' I.R. N OOD 1 0' 44" W REC. 1/2' I.R. NO I.D. 40. 00 NO I.D. tij• O 34.80' LOT 288 34.80' 3.5W.7' AC PAD 9.0' 5.00' CONC. 5.00. 30.0' W TWO STORY RESIDENCEto F.F.=24.33' p w O O LOT 289 O c p LOT 287 HO O _ \K A A CO CO 5.0' s? coV'D. Q+ BRICK 8.7' Oi 21.3' 5.00' 16, BRICK BRICK DR. WALK 25.20 5.20' 1.4' 1.4'120p10' I. IL. ESMT. r• ON ON355.03' PC) REC. NAIL 5' CONC. WALK REC. NAIL IN WALK IN WALK B.B.) ,S' 000 l 0' 44" EN LOT AREA CALCULATIONS: LOT - 4,800 SOFT. 40. 00' LIVING - 1,157 SOFT. GARAGE - 451 SO.FT. ENTRY - 74 SOFT. 0 0 REAR PATIO- 27 BREEZEWAY- N/A DRIVEWAY - 403 SO. FT. SOFT. SOFT. G G A/C PAD = 9 SO.FT. ROCKY GROVE LANE MP RWOUS- 45.6 5x Qe° TRACT I (5o' R/W) = 2!612 so:: so0UTIL. do ACCESS R/W NS: PROPOSED = FINISHED SPOT GRADE ELEVATION R/W - 440 APRON - 110 SOFT. SO. FT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK PROPOSED DRAINAGE FLOW SOD - 130 FRONT - 25' SO. FT. LOT GRADING TYPE A REAR - 15' PROPOSED INFORMATION SHOWN AREA = 5.240 SOFT. PROPOSED F.F. PER PLANS - 24.3' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 513 SOFT. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK - 267 SOFT. PROPOSED GRADE PER CONSTRUC77ON PLAN CUENT NOT FIELD VERIFIED SOD - 2,742 SO.FT. CRUSEXXEYLTR - SCOTT L:X. ASSOC, INC. - LAND SURVEYORS. LCGCND - LCtaD - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 p • PLAT RDA- • POINT ON LINE r • r1ELD TY/. . TYPICAL NOTES: IR. . IN" PIP[ PAL . POINT UR REVERSE CURVATURE 1. THE UNDDt=NED DOES HOMW COIOrY THAT THIS SURVEY MEETS THE SrANMR05 Or PRACTICE SIT FORTH BY THE BONG DOM OF IR. . IRON ROD TALC • POUR DT COMPOUND CURVATURE PROIESSIOM SUAWIM AND YAPPERS IN CHAPTER 6.1-17 n*R1G ADHON1!S7M1?ff CODE PURSUANT M SECTION 472.027, FLORID STATUES CX • CONCRETE HOUENT RATE • RADIAL 2. UNLESS EIMSSED WIN SURYEMS SIOATURE AND ONOINAL RAISED SEAL THIS SURVEY YAP OR CCPIMARE NOT VAUD, SCT LR. . 1/2' IA •/BLl 45% Nit NON -RADIAL RCC VA • VITICSS POINT S. THIS SUAWY WAS PIIDWED FROM TOLE MORWTION FU;wISTHED TO TIE SI/RVEFOR. THOM ANY 8E ORILR RCSTIRC1gN5 RECOVERED PAP. . POINT OF REGDNNING Cod • CALC LATER PAC. • POINT Dr CDOIENCd4NT PJVA • PCRRNOIT REF[RD1C[ MOMAENT OR EASEMENTS THAT AFFECT THIS PNOPLRT: yP yp,RB INYE BUN EDGIER UNLESS 017IOPWlSE SN0W7l. l • CE[RLDC ri. • FINISHED rLOOR ELEVATION NT4. INES SURWr IS PREPARED NOR THE SOLE 884VW a THOSE CERiULL TO AND SHOULD NOT 6E RWED UPON NTNT ADINERENTITY. N D HUFF L DISK 03A. BUILDING SETBACK LINO B. OIMEHSONS SHOWN FOR THE LOCATION or IMPROKl OM NFREON SHOULD Nor K USED TO RECONSTRUCT IOUNAW LINER RN RIGHT- 0r-VASE 1A • BDRMNRK Bi • lASE BEARING 7. UTAPo/AG; ARE BUSED ASSLALD GitM AND ON THE LINE Vow AS YLSE BfARINO iY.B% CSRi. . CAS[ ICNT DRAIIL DRAINAGEVill. EIIVATONS. P SHOWN. ARE BASED OV NATIONAL GCOOC IC GNM or 1929. UNLESS OYNGTWTSE NOIM UTILITY P. CERT MATE Or AVFHORMATIDN NIL ASIR. FE. C• CHAINLID`FENCE vOrc. • VOOD rCNCE C/B COfRCTC BLACK STALE H-- ' . 20'------- 4 DRAWN BY: P•• P.C. • POINT Or CURVATURE P.T. ' POINT OF TANG NCY CERTIFIED BY: DATE NO' DESC. DESCRIPTION R • RADIUS LD - ARC PLOT PLAN 02-27-17 650-17 REVISED PLOT PLAN 03-29-17 1282-17 TUNGTN C • CHORD C.B. • CHORD BEARING REUSED PLOT PLAN 05-31-2017 FORMBOARO FOUNM110N/ ELEVS. 09-01-17 3806-17 NORTH FINAL/ ELEVS. 02-02-18 615-T8 THIS BUILDING/ PROPERTY DOES. NOT LIE WITHIN THE ESTABUSHEO 100 YEAR ROOD PLANE AS PER FIRM' T CRUS R.LS. / 4711 ZONE 'X' MAP / 12117C 0055 F.W. SCO R.LS 1 4801 G R.t v-