Loading...
469 Red Rose Ln 17-2037; NEW HOMECOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100006 BUILDING APPLICATION ##: 17-10000622 BUILDING PERMIT NUMBER: 17-10000622 DATE: August 31, 2017 338, 336 UNIT ADDRESS: RED ROSE LN 469 21-19-30-510-0000-299 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR 4350 MAITLAND FL 32751 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 469 RED ROSE LN / LOT 299 SFR DETACHED THORNBROOKE PH 4 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROAD COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 Single Family PARKS Housing N/A 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: bUS Ui i iG` SIGNATURE: ?C PLEASE PRINT NAME) DATE: }( V 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 (V NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE V SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. Parcel ID Number: ;4-19-30-,AID-0000- 02gj0 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. E1 111118 11118 12131 11111 last d{ii-1C'1 I ,1 f i i_ f. f COUNly v 3K:: 11':3a: C:L_F•F:I,' S 201.7068691 Il::i.utll,{BUY i-T ia';.i:i_ii; il.t'•li i"TES . f,tf. 0 U(. 0RDED l:'Y 11 dE2V are 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. Description of property : LOT 21 Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Book Pl Page 70-11of the public records of Seminole County, Florida. Addresses : 46o9 g0( QoSL LzL P -2-- Sanford FL General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(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. 14 11. DateSigned : tc l % Signature of Owner's Agent : . hn Asa Wright Taylor Morrison of Florida I Sworn to and subscribed before me this by John Asa Wrig w ersonally known to me. of 9 oa Notary Public DA Clark P'S\ 6tliF 0 9 Y >Y VnANTMA! vaueu M S•u0e,NVN eMces M commissior['ez i:a @:rt2y7( OY + „ o ; \P Q N Serial No. FF 20 E7€WF THE CUIT COURT ; >. "' , y Signature: _ ot td9 AND C P tt SEMI E UN FL ,!ej Sl"Toft DEPUTY CLERK Job Address: EE9 V JUL 0620171,4 We -- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 338 39(o 4tA Qed 24ac L4 xz Historic District: Yes No 0 Parcel ID:.2(-19-30- 6*10-0000-1Rj0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: a q9 Plan Review Contact Person: Daphne Clark Phone: 407-257-6940 Fax: Title: t :T11'R 25' 11 k' 11 ' 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Name: Street: City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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: Sth 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. Z— LX-Z4-) 1-2-7 Signature of er/Agent Da Signat-ured6f Contractor/Agent i5at TAYLOR MORF3JSONO 5LORIDA INC Print Owner/Agent's me Signature of Not e of Florida Llate 77 tp0.Y Po, D. A. CLARK AMv'o"' MY COMMISSION 0 FF 209108 EXPIRES: June 27,2019 Bonded Thor Budget Notary Services Owner/Agent is ACES. Personally Known to Me or Produced ID N/A Type ofID JOHN ASA W HT Print Contract g e Signat re State of Florida ate a°. R'Pu o D. A. CLARK MY COMMISSION # FF 209108 EXPIRES: June 27, 2019fA"., Flee Bonded Thru Budget Notary Services Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical'® Mechanical Zr PlumbingZ Gas Roof Construction Type:V j Occupancy Use: 23 Flood Zone: K-`'61 h7- r Ac- 4E—D Total Sq Ft of Bldg: drl ' Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps o Plumbing - # of Fixtures ao Fire Sprinkler Permit: Yes No [ # of Heads APPROVALS: ZONING ro UTILITIES: ENGINEERING: V", CC• FIRE: Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. Fire Alarm Permit: Yes NOR] WASTE WATER: BUILDING: "k T. f7 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Wz.9 &_, &_-, ELECTRICAL FERMI Min Max Inspection Description 14 RRCWl-0MXtWroWnkh 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUiNG PER?M Z".' 'vtii Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECI3ANICAL PERMIT: -' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 OF SANFORD 131.11 Q[Ne& FIRE PREVENTION w. JUL 0 6 20V PERMIT APPLICATION Application No Documented Construction Value: $ 021 l 0 Job Address: ` bq Ke-ol k6se, L4"'e' Historic District: Yes No 0 Parcel ID: _2(-19-30- 6'10 -0000- 24!70 Residential [ ] Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER : d 747 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE #200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: NIA Address: Fax: 407-257-6940 State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: NIA Address: CBC1257462 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: Slh 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. 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 i/com iance with all applicable laws regulating construction and zoning. Signature of er/Agent Da Signatur f Contractor/Agent at TAYLOR MOR SON LORIDA INC JOHN ASA W aHT Print Owner/Agent's me Print Contract g e 22 Signature of No a of Florida ate Signature -State of Florida ate g 2°`'• Pu o D. A. CLARKe°S;A:P,'v D. A. CLARK , * MY COMMISSION # FF 209108MYCOMMISSION0FF209108 EXPIRES: June 27, 2019 EXPIRES: June to 2019 O` Bonded Thru Budget Notary Services Nl` fFOFF pe O! BondedThruBudgetNoryServkes FOF Fvd Owner/Agent is YFS Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID -NIA --- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: S't- WASTE WATER: 1Ra BUILDING: Revised: June 30, 2015 Permit Application RAW1811 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: 469 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2990 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) wn r l ia OFFICIAL'USE Q'NLY___ - Flood Zone: X Base Flood Elevation: NSA Datum: NSA 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 0 The parcel is not in the: ® floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2037 Reviewed by: Michael Cash, CFM Date: July 25, 2017 Application for Right -of -Way Use for Driveway, Walkway & Landscape F L0 R I L),9 Department of Planning & Development Services1877 — www.sanfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 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 ~Y location of the existing right—of-way and use shall be provided or application could be delayed. 7 " O f Know what's below. N C/ J` Call beforeyou dig. 1. Project Location/Address: 14 Qw— L4 ft e, 2. Proposed Activity: Driveway F1 Walkway Other: 3. Schedule of Work: Start Date r /+ / Completion Date Emergency Repairs 4. Brief Description of Work: e'01 7 r6K IV'1/ SFA This application is submitted by: Property Owner C/" v AV 44 /7 ANC/O ASignature: c r/0 + yf L wPrint Na ime: t Address: IV tlyQel,A414 44&G #ZX /AJ1r (A1j10 )CL ' Z?1r1 Phone: 4o7 &7-b740 Fax- dphne@ mifs rmrts r i s Date: 4el Ai-0 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, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or 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 Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city'' ss adopted Fee Resolution. Signature: ' ` Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401.24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: s septemoerzuw ROW Use Driveway.pdf SCPA Parcel View: 21-19-30-510-0000-2990 http://parceidetai i . scpafl. org/ParcelDetaillnfo. aspx?PID=21193 05100... p y Property Record Card Parcel: 21-19-30-510-0000-2990 Owner: TAYLOR MORRISON OF FL INC sc aMx oo xrn anszow Property Address: 469 RED ROSE LN SANFORD, FL 32771 l 21-19-30-510-0000-2990 Owner TAYLOR MORRISON OF FL INC Parcel Information j i i Parce Summary 2017 Working 2016 Certified i Values I Values Valuation Method CostlMarket Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 26,050 0 Land Value Ag 0 Just/MarketValue" 26,050 0 Portability Adj 0 Save Our Homes Adj $0 0 Amendment 1 Adj $12,784 0 P&G Adj $0 0 Assessed Value $13,266 0 co 299 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 120 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments —_ Seminole County GIS Legal Description LOT 299 - - THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 13,266 0 13,266 Schools 26.050 0 26,050 City Sanford 13,266 0 13,266 SJWM(Saint Johns Water Management) 13,266 0 13,266 County Bonds 13,266 0 13,266 Sales Description Date 1 Book , Page Amount Qualified VaGlmp I No Sales I r- -- lFind Comparable Sales Land I Frontage Depth j Units I Units Price l Land Value 1 $26,050.00 $ RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot299ThornbrookeDarlingtonBGLN Street: 4(7 d R ps e, L*4u- Builder Name: Taylor Morrison Permit Office: S k b VtLD// City, State, Zip: FL , San. hr -ei Permit Number: # 1 7 _ 2 0 3 SANFORDOwner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (3137.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1481.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1481.00 ft2 6. Conditioned floor area above grade (ft2) 2582 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(377.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 305.42 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: b. Electric Heat Pump 21.8 HSPF:9.00 Area Weighted Average Overhang Depth: 2.844 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft2 None c. other (see details) R= 13.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 71.36 Glass/ Floor Area: 0.146 PAC C PASSTotal Baseline Loads: 76.93 1 hereby certify that the plans and specifications covered by Review of the plans and Sr4 this calculation are in compliance with the Florida Energy specifications covered by this Code. - calculation indicates compliance L.„'O J,+ Uwith the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 51301-1.7 this building will be inspected for compliance with Section 553.908,° b v I hereby certify that this building, as designed, is in compliance Florida Statutes. CODO with the Florida Energy Code. OWNER/ AGENT: BUILDING OFFIC AL: DATE: 2) DATE: a-, 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. 5/ 30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot299ThornbrookeDarlington Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor -___ ---_ 13 ftz 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ftZ 0.28 0 0.72 3 Floor Over Other Space 2nd Floor ____ --__ 1102 ftZ 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ftZ 370 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ftZ Y N 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 12 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 30 Blown 1469 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt T_o Wall_T_ype Space R-Value F1 In Ft In Area- R--Value-Fracbon-Absor.-Grade% 1 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ft2 0 0 0.6 0 9 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft2 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood 1st Floor None 39 2 10 8 22.7 ft2 2 Wood 1st Floor None 39 2 9 8 22 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt 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 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 e 3 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 e 4 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 s 5 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 s 5 Vinyl Low-E Double Yes 0.34 0.31 40.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 s 6 Vinyl Low-E Double Yes 0.34 0.31 58.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 s 6 Vinyl Low-E Double Yes 0.58 0.32 72.0 ft2 10 ft 8 in 0 ft 0 in None None 8 w 7 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 w 7 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 w 8 Vinyl Low-E Double Yes 0.34 0.31 5.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 w 8 Vinyl Low-E Double Yes 0.34 0.31 12.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 W 8 Vinyl Low-E Double Yes 0.34 0.31 39.1 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FnRM PAnF_gn1d GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 384 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1973.2 108.32 203.72 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF:8.9999 21.8 kBtu/hr 1 HSPF:8.9999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft2 Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar X Mar A r Apr f Ma May X]] Jun l 1 Jun X Jul Jul Au Xj rjAu Se Sep Oct Oct Nov Nov Dec Dec lXVentin [ Jan Feb X Mar l A r [ Ma 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 5/ 30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 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 (ft2) 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: FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ftzb. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1481.00 ft2 2582 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 305.42Area ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 72.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft2 13. Heating systems a. Electric Heat Pump 2.844 ft. b. Electric Heat Pump 0.312 Area 14. Hot water systems 1467.00 ft2 a. Electric 1102.00 ft2 b. Conservation features 13.00 ft2 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: 4. Date: Address of New Home: 1 e-ec( OS- lq 0,1_ City/FL Zip: k,a kBtu/hr Efficiency 21.8 HSPF:9.00 21.8 HSPF:9.00 Cap: 50 gallons EF: 0.95 Pstat y0, SHE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 I Job: Lot299ThornbrookeDarli... DEL -AIR Manual S Compliance Report Date: 5/4/2014 HEATING • AIR CONUMONINO 'a11 u 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project Information - For: Taylor Morrison Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17880 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.3°F Latent gain: 2784 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 20664 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19120 Btuh 107% of load Latent capacity: 3468 Btuh 125% of load Total capacity: 22588 Btuh 109% of load SHR: 85% m "HeatingEquipmen`t Design Conditions Outdoor design DB: 41.7°F Heat loss: 19587 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 840 cfm Output capacity: 22412 Btuh Supplemental heat required: Entering coil DB: 69.1°F Model: 14H PX-024-230-19+CBX27UH-024-230'++TD R 114% of load 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.7 kW 100% of load Temp. rise: 58 OF Meets are all requirements of ACCA Manual S. Capacity balance: 38 OF Economic balance: -99 OF wrihtsoft` 2017-May-30 08:age 19Right-Suite®Universal 2017 17.0.16 RSU24011 Page 1 ACCA...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N I DEL --AIR Manual S Compliance Report WnNG • = CONINf OM0 ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Design Conditions Job: Lot299ThornbrookeDarli... Date: 6/4/2014 By: FJF Outdoor design DB: 92.5°F Sensible gain: 15630 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2943 Btuh Entering coil WB: 63.9'F Indoor design DB: 75.0°F Total gain: 18573 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18003 Btuh 115% of load Latent capacity: 2962 Btuh 101% of load Total capacity: 20965 Btuh 113% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13624 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 165% of load Capacity balance: 30 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 86% of load Temp. rise: 13 IF Meets are all requirements of ACCA Manual S. wri htsoft' 2017-May-30 08:51:08 Q Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 AC01 ...IingtonBGLN\Lo1299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N I DEL -AIR Component Constructions K=G • ata CONORIUNINO Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Job: Lot299ThornbrookeDarli... Date: 6/4/2014 By: FJF Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (IF) 70 75 Elevation: 95 ft Design TD (IF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft= Btuh/ft-°F ft-F/Btuh Btuh/ft Btu Btu hV Btu n 240 0.091 13.0 2.58 618 2.34 562 e 461 0.091 13.0 2.58 1186 2.34 1079 s 200 0.091 13.0 2.58 515 2.34 469 w 470 0.091 13.0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 51 0.201 0 5.69 292 4.35 223 e 470 0.201 0 5.69 2671 4.35 2044 s 150 0.201 0 5.69 851 4.35 651 w 433 0.201 0 5.69 2462 4.35 1883 nw 24 0.201 0 5.69 134 4.35 102 all 1127 0.201 0 5.69 6410 4.35 4904 218 0.091 13.0 2.58 562 1.44 315 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht W all 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" s gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 40 0.340 0 9.62 385 10.8 431 15 0.340 0 9.62 144 30.4 455 145 0.340 0 9.62 1395 16.8 2438 39 0.340 0 9.62 374 30.4 1180 58 0.340 0 9.62 561 12.2 708 39 0.340 0 9.62 374 30.4 1180 136 0.340 0 9.62 1308 22.6 3067 72 0.580 0 16.4 1182 16.8 1213 6 0.340 0 9.62 58 30.4 182 C wri htsoft' 2017-May-30 08:51:08 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 5 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 13 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 23 0.390 0 n 22 0.390 0 all 45 0.390 0 Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1482 0.032 30.0 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 t + wrightsofta Right -Suite® Universal 2017 17.0.16 RSU24011 ACCA...IingtonBGLN\Lo1299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 9.62 51 30.4 160 9.62 125 30.4 393 11.0 250 12.0 272 11.0 243 12.0 264 11.0 493 12.0 536 0.91 1342 1.42 2098 1.41 18 0.71 9 28.0 4126 0 0 2017-May-30 08:51:08 Page 2 DEL --AIR Component Constructions KMN6 • AIN CONOMOMlMO ah u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board i nt fns h Partitions Job: Lot299ThornbrookeDarli... Date: 6/4/2014 By: FJF Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft Btu h/ft-F ft2-°F/Btuh Btuh/ft Btu Btuh/ft2 Btu n 51 0.201 0 5.69 292 4.35 223 e 470 0.201 0 5.69 2671 4.35 2044 s 150 0.201 0 5.69 851 4.35 651 w 433 0.201 0 5.69 2462 4.35 1883 nw 24 0.201 0 5.69 134 4.35 102 all 1127 0.201 0 5.69 6410 4.35 4904 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 218 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 39 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s 58 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht W 39 all 136 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" s 72 gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 5 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 13 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 23 n 22 all 45 0.091 13.0 2.58 562 1.44 315 0.340 0 9.62 374 30.4 1180 0.340 0 9.62 561 12.2 708 0.340 0 9.62 374 30.4 1180 0.340 0 9.62 1308 22.6 3067 0.580 0 16.4 1182 16.8 1213 0.340 0 9.62 51 30.4 160 0.340 0 9.62 125 30.4 393 0.390 0 11.0 250 12.0 272 0.390 0 11.0 243 12.0 264 0.390 0 11.0 493 12.0 536 htsoft' 2017-May-30 08:51:08 wrl 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Ceilings 16CR-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" 12 0.032 30.0 0.91 11 1.42 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 28.0 4126 18 WChtsoftp 2017- May-30 08:51:08 I 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 4 IingtonBGLN\ Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N R Job: Lot299ThornbrookeDarli... DEL AIR Component Constructions Date: 6/4/2014 HUMO •not CONDMONo10 ah u 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, Bluh/ft-F ft= F/Bluh Btuh/W Btu Btuh/W Btu In Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 240 0.091 13.0 2.58 618 2.34 562 fnsh, 2"x4" wood frm, 16" o.c. stud a 461 0.091 13.0 2.58 1186 2.34 1079 s 200 0.091 13.0 2.58 515 2.34 469 w 470 0.091 13.0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 it sep.); 6.67 ft head ht Doors none) Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 40 0.340 0 9.62 385 10.8 431 15 0.340 0 9.62 144 30.4 455 145 0.340 0 9.62 1395 16.8 2438 6 0.340 0 9.62 58 30.4 182 1469 0.032 30.0 13 0.050 19.0 0.91 1331 1.42 2080 1.41 18 0.71 9 C Wr2017- May-30 08:age 5 lhtsoft` 9Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 14CA: A...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N CC qq ®® Project Summary Job: Lot299ThornbrookeDarli... DEL A'- IR Project 7 Date: 6/4/2014 HEATING• Am CGNDITIOtANG Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA fiff0MEN Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26306 Btuh Structure 24128 Btuh Ducts 6904 Btuh Ducts 9382 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33211 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 33510 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4164 Btuh Ducts 1562 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2582 2582 Equipment latent load 5726 Btuh Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equipment total load 39236 Btuh Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1'1 htsofta 2017-May-30 08:51:08 W g Right-Suite(E) Universal 2017 17.0.16 RSU24011 Page 1 A...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/ 16 JA LS 4/4/16 JA LS 6/10/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 IF Inside db 75 IF Design TD 28 IF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 16979 Btuh Ducts 2607 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19587 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating coolingg Area (ft2) 146 1467 Volume (ft3) 13706 13706 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 87 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AH R I ref 7045677 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 38 IF Backup: 9 HSPF 21800 Btuh @ 470F 24 OF 840 cfm 0.043 cfm/Btuh 0.30 in H2O Input = 6 kW, Output = 19587 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 15259 Btuh Ducts 2621 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment sensible load 1.00 17880 Btuh Latent Cooling Equipment Load Sizing Structure 2608 Btuh Ducts 176 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2784 Btuh Equipment total load 20664 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBX27UH-024-230'++TDR AH R I ref 7045677 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.047 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. 2017-May-30 08:51:08 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 ACCA...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House laces: N For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 9327 Btuh Ducts 4297 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13624 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft2) 1115 1115 Volume (ft3) 13223 13223 Air changes/hour 0.44 0.22 Equiv. AVF (cfm) 97 49 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AHRI ref 7045677 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 OF Backup: 9 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.062 cfm/Btuh 0.30 in H2O Input = 3 kW, Output = 11784 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 8869 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 15630 Btuh Latent Cooling Equipment Load Sizing Structure 1556 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2943 Btuh Equipment total load 18573 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBX27UH-024-230'++TDR AHRI ref 7045677 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.054 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-May-30 08:51:08 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 ACCA...IinglonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 1 DEL -AIR Right-JO Worksheet W r-AMCMDff PM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.4 ft 147.4 ft 3 Room height 9.2 ft 9.3 ft 4 Room dimensions 5 Room area 2938.3 ft2 1469.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf! 12C Osw' 0.091 n 2.581 2.34 270 240 618 562 0 0 0 0 2A 2ov, _ u .. .. 0.340 n„ 9.62, 10.58 30 0 289 317 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 51 51 292 223 51 51 292 223 12C-0sw 0.091 e 2.58 2.34 491 461 1186 1079 0 0 0 0 1.1 LG 2A-2ov 0.340 a 9.62 30.36 30 0 289 911, 0- 0 0 0 V/ 13A-2ocs 0.201 e 5.69 4.35 508 470 2671 2044 508 470 2671 2044 t-G 2A-2ov 0.340 a 9.62 30.36 39 0 374 1180 39 0 374 1180 Osw' 0.091 s 2.58 2.34 270 200 515 469 0 0 0 0 La12CG2A2ov 2B-2fv 0.340 0.340 s s _ 9.62 9.62 10.77 10.77 30 40 53 70 289 r, _ , 385 323 431 0 0 0 0 0 0 0 0 V1J 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 280 58 150 0 851 561 651 708 280 58 150 0 851 561 651 708 2A-2ovd 0.580 s 16.41 16.85 72 144 1182 1213 72 144 1182 1213 V 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 6 0 58 182 0 0 0 0 IL 2A-2ov. -. , 0.340 w 9.62 30.36 15 0- 144 455 0 0 0 0 0.201 w 5.69 4.35 490 433 2462 1883 490 433 2462 1883 2A-2ov 0.340 w 9.62 30.36 5 0 51 160 5 0 51 160TE 13A-2ocs 2A-2ov 2A-2ov, 0.340 0.340 w w 9.62 9.62 30.36 30.36 13 39 0 0 125 374 393 1180 13 39 0 0 125 374 393 1180 13A-2ocs 0.201' nw 5.69 4.35 46 24 134 102 46 24 134 102 11DO. 0.390 nw, 11.04 11.99 23 23 250. 1272 23 23 250 272 P 12C-Osw 0.091 2.58 1.44 240 218 562 315 240 218 562 315 L-D 11DO 0.390 n 11.04 11.99 22 22 243 264 22 22 243 264 C 16CR-30ad 0.032 0.91 1.42 1482 1482 1342 2098 12 12 11 18 F 20P-19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1469 147 4126 0 1469 147 4126 0 6 c) AED excursion 0 0 Envelope loss/gain 20597 18525 14268 10605 12 a) Infiltration 5709 1808 2711 859 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (lines 6 to 13) 26306 24128 16979 15259 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26306 24128 16979 15259 15 Duct loads 26 % 39 % 6904 9382 15 % 17 % 1 260712621 Total room load 33211 33510 19587 17880 Air required (cim) 1680 1680 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsuft" Right -Suite® Universal 2017 17.0.16 RSU24011 2017-May-30 08:51: 8 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N g sl DEL AIR Right-J® Worksheet 41.-. KMTWMG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 2 2 Exposed wall 169.0 If 3 Room height 9.0 ft 4 Room dimensions 5 Room area 1469.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ft2 °F) Btuh/112) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val 12C-Osw 0.091 n 2.58 2.34 270 246 618 562 2A 2ov 0.340 in 9.62 10.58 30. 0 289, 317 W 13A-2ocs 0.201 in 5.69 4.35 0 0 0 0 Vf/ 12C-0sw 0.091 a 2.58 2.34 491 461 1186 1079 11 C 2A-2ov 0.340 a 9,62, 30.36 30 0 289 911 V 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 I-- G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 12C-Osw 0.091 S 2.58 2.34 270 200 515 469 2A-2ov 0.340 s 9.62 10.77 30 53 289 323 2B-2fv . 0.340 s 9.62.. 10.77 40 70 385 431 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 I- -G 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 I-G 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 2A-2ov 0.340 w 9.62 30.36 6 0 58 182IflG2A-2ov. „ - 0..340 w 9.62... 30.36 15 0 1,44, 455 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 2A-2ov 0,340 w 9.62 30.36 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 13A-2ocs 0.201 nw 5.69 4.35 0 0 0 0Y__D 11 DO 0.390 nw. 11.04 11.99 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 1469 1469 1331 2080 F 20P-19t 0.050 1.41 0.71 13 13 18 9 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 6330 7919 12 a) Infiltration 2998 949 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9327 8869 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9327 8869 15 Duct loads 46 % 76 % 4297 6761 Total room load 13624 15630 Air required (cfm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 61C P. _ FP_wrightsoft- 2017-May-30 08:51:08 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 1 DEL -AIR Right-JO Worksheet MMG-AMCGMD=MIr ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.4 ft 42.0 ft 3 Room height 9.3 It 9.3 ft heat/cool 4 Room dimensions 17.0 x 15.5 ft 5 Room area 1469.0 ft2 263.5 ft2 Ty Construction U-value Or HTM Area (it2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ 12C-Osw 0,091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov _ 0.340 n MO 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 51 51 292 223 0 0 0 0 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 11 L-- G 2A-2ov__ I I 0.340 e 0.;00' 0.00 0 0 0 0 0 0 0 0. Vf1 13A-2ocs 0.201 e 5.69 4.35 508 470 2671 2044 89 89 504 386 I-; 2A-2ov 0.340 e 9.62 30.36 39 0_ 374 1180 0 0 0 0 G 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2B-2fv., ._ 0.340 s: 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 280 150 851 651 145 86 491 376 2A-2ov 0.340 s 9.62 12.15 58 0 561 708 58 0 561 708 2A-2ovd 0.580 s 16.41 16.85 72 144 1182 1213 0 0 0 0 Vf/ 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00' 0.00 0 0 0 0 0 0 0 0 2A 2ov .. u . 0.340 w 0.00 0.00 0. 0 0 0 0 0 0 0 Vh13A-2ocs 0.201 w 5.69 4.35 490 433 2462 1883 159 159 902 690 2A-2ov 0.340 w 9.62 30.36 5 0 51 160 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 13 0 125 393 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 39 0 374 1180 0 0 0 0 T-D 13A-20cs 0.201 nw 5.69 4.35 46 24 134 102 0 0 0 0 11DO _ . 0.390 nw, " 11.04 11.99 23 23 250 272 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 240 218 562 315 0 0 0 0 11DO 0.390 n 11.04 11.99 22 22 243 264 0 0 0 0 C 16CR-36ad 0.032 0.91 1.42 12 12 11 18 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1469 147 4126 0 264 42 1176 0 6 c) AED excursion 0 148 Envelope loss/gain 14268 10605 1 3634 2012 12 a) Infiltration 2711 859 772 245 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 1 230 Appliances/other 2415 600 Subtotal (lines 6 to 13) 16979 15259 4406 3087 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16979 15259 4406 3087 15 Duct loads 15% 17%11 2607 2621 15% 15% 6611463 Total room load 19587 17880 5067 3550 Air required (cfm) 840 8401 217 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2017-May-30 08:51:08 ACC Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 11DEL-AIR Right-JO Worksheet a-MCOMMMIM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 12.0 it 0 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 12.0 x 8.0 it 6.5 x 7.5 it 5 Room area 96.0 it2 48.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+l 12C-Osw' 0.091 n 0.06 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 11 t-G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2B-2fv 0.340 s 0.00 0.00 0 0 0 0 0 0, 0 0 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 2A-2ovd 0.340 0.580 s s 9.62 16.41 12.15 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 0.201 w 5.69 4.35 112 112 637 487 0 0 0 0 G1= 13A-2ocs 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 5.69 4.35 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.04 11.99 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 55 0 Envelope loss/gain 973 432 0 0 12 a) Infiltration 221 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 1193 502 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193 502 0 5 15 Duct loads 15 % 15% 179 75 15 % 15 % 0 1 Total room load 1372 5781 0 5 Air required (cfm) 59 27 0 0 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed Fp- wrightsoft- 2017-May-30 08:51:08 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 4 lingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 1 DEL -AIR Right-JO Worksheet HUMs. At COMMMIM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name mstr we den 2 Exposed wall 0 it 10.5 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 5.5 x 3.5 it 10.5 x 11.5 it 5 Room area 19.3 ft2 120.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V11 12C-Osw 0.091 n 0:00 0:00 0 0 0 0 0 0 0 0 L -L 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 U/ 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 1.1 G 2A-2ov 0.340 e 0.00, 0.00 0 0 0 0, 0 0 0 0. y/ 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 L--G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2132tv 0.340 s 0.00. 0.00 0 0, 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A- 2ovd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0' 0 0 0 2A- 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 L__ G G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.69 4.35 0 0 0 0 98 59 336 257 2A- 2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 30.36 0 0 0 0 36 0 374 1180 W 13A-2ocs - 0.201 nw 5.69 4.35 0 0 0 0 0 0 0 0 11 DO 0.390 nw 11.04 11.99 0 0 0 0 0 0 0. 0 DP 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 1 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 16CR- 30ad 0.032 0.91 1.42 0. 0 0 0_ 0 0 0 0 CF 20P-19t 0.050 0.00 0.00 01 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 19 0 0 0 121I 11 294 0 6 c) AED excursion 0 479 Envelope loss/gain 0 0 1004 1915 12 a) Infiltration 0 0 193 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5 0 Subtotal ( lines 6 to 13) 0 5 1197 1977 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1197 1977 15 Duct loads 15 % 15 % 0 1 15 % 15 % 180 296 Total room load 0 5 1377 2273 Air required (cim) 0 0 59 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2017-May-30 08:51:08 Right - Suite@) Universal 2017 17.0.16 RSU24011 Page 5 IingtonBGLN\ Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet MMG-AMCOMMI M ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name util pwdr 2 Exposed wall 6.5 It 12.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 6.5 x 6.5 It 6.5 x 6.5 It 5 Room area 42.3 ft2 42.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 U!/ , . 12C Osw ._ 0.091 n 0.00' 6.00 0 6 0 0 0 0 0. G 2A 2ov. 0.340 n 0.00 0.00 0 0 Q 0 0 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 51 51 292 223 W 12C-Osw 0.091 a 0.00 0.00 D 0 0 0 0 0' 0' 0 11 C : 2A-2ov 0.340 e_ 0.00, 0.00 0 0 0 0 y 0 0 0 0 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 tV/ G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0_ 0 0 0 12C Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov 0.340 s 0.00 0.00 0 0' 0 0 0 0 0 0 213-2fv . -: 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A-20v 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0t:G G 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 V)J 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0, 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 61 48 271 208 61 55 315 241 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 5 0 51 160 2A-2ov 0.340 w 9.62 30.36 13 0 125 393 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 nw 5.69 4.35 0 0 0 0 0 0 0 0 11 1D0. 0.390 nw 11.04 11.99 0 0 0 0 0 0 0, 0. D PII 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0D C 16CR-30ad 0.032 0.91 1.42 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl_ 0.989 27.99 0.00 42 7 182 0 42 12 336 0 6 c) AED excursion 87 17 Envelope loss/gain 578 687 1 993 641 12 a) Infiltration 120 38 221 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 697 1325 1214 711 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 697 1325 1214 711 15 Duct loads 15% 150% 105 199 15/ 159% 182 107 Total room load 802 1524 1396 818 Air required (cfm) 34 72 60 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fp- wrightsoft- 2017-May-30 08:51:08 ACCA Right -Suite® Universal 2017 17.0.16 RSU24011 Page 6 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N j DEL -AIR Right-JO Worksheet NMMr - AM comff m a ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name family rm dining rm 2 Exposed wall 35.0 it 10.0 it 3 Room height 9.3 ft heat/cool 9.3 it heat/cool 4 Room dimensions 20.5 x 14.5 it 1.0 x 210.0 it 5 Room area 297.3 ft2 210.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-0F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ViJ 12C Osw ' 0.091 n 0.00 6.00 0 0 0 0 0 0 0 0 L- G 2A-2ov . 0.340 0.00 0.00, 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n,, n 5.69 4.35 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 e' 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov. 0.340 e 0.00, 0.00 0 0 0 0 0 0 0. V r 13A-2ocs 0.201 e 5.69 4.35 191 191 1088 832 93 54 310 237 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 39 0 374 1180 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 G 213-2fv _. 0.340 s_ 0.00' 0.00, 0 0 0 0 0 0 0' 0 13A-2ocs 0,201 s 5.69 4.35 135 63 360 275 0 0 0 0 2A-20v 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-2ovd 0.580 s 16.41 16.85 72 72 1182 1213 0 0 0 0 W, 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0' 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 L G 2A-2ov_ 0.340 w_ 0,00', 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 5.69 4.35 0 0 0 0 0 0 0' 0 t-D 11 DO 0.390 nw, , 11.04 11.99 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 16CR-30ad 0.032 0.91 1.42 0 0 0 0 0 0 0 0C F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 297 35 980 0 210 10 280 0 6 c) AED excursion 339 244 Envelope loss/gain 3609 1981 963 1661 12 a) Infiltration 644 204 184 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4253 3105 1147 1949 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4253 3105 1147 1949 15 Duct loads 15% 15% 638 466 15% 15%1 172 292 Total room load 4891 3571 13191 2241 Air required (cim) 210 168 57 105 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2017-May-30 08:51:08 AC= Right -Suite@ Universal 2017 17.0.16 RSU24011 Page 7 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL AIR Right-JO Worksheet c • an cor OMMI a ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name pantry kitchen 2 Exposed wall 0 it 19.4 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 6.0 x 3.5 it 1.0 x 308.0 it 5 Room area 21.0 it 308.0 ft2 Ty IConstruction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 0.091 n no 0:00 6 0 0 0 0 0 0 0t---G 2A-2ov-, 0.340 n 0.00 0.00 0, 0 0 0 0 0 0. 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 V)/ 12Gbsw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 VfJ 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 135 135 770 589 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0_ 0 0 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 G, 26 2fv 0.340 s 0.00 0.00 0 0 0 0 0 0 0, 0 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A-20v 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 G 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 T 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 yv 0.00 0.00 0 0 0 0 0 0 0 0. Vh13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 V/ 13A-2ocs 0.201 nw 5.69 4.35 0 0 0 0 46 24 134 102 11 DO ,. 0.390 nw . 11:04 11:99 0 0 0 0 23 23 250 272 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 240 218 562 315 1 D 11DO 0.390 n 11.04 11.99 0 0 0 0 22 22 243 264 C ' 16CR730ad 0.032 0.91 1.42 0 0 0 0 12 12 11 18. F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 21 0 0 0 308 19 543 0 6 c) AED excursion 0 283 Envelope loss/gain 0 0 2513 1276 12 a) Infiltration 0 0 358 113 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 5 2871 2589 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2871 2589 15 Duct loads 15% 151% 0 1 17% 28% 491 721 Total room load 0 5 3362 3310 Air required (cfm) 0 01 144 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wright50ft` 2017-May-30 08:51:08 4CCA Right -Suite® Universal 2017 17.0.16 RSU24011 Page 8 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N amDEL AIR Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 ft 39.5 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 14.5 x 15.5 It 5 Room area 1469.3 ft2 224.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-0F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+1 12C-Osw 0.691 n 2.58 2.34 270 246 618 562 0 0 0 0' C 2A-2ov_ 0.340 n 9.62. 10.58 30 0 289 317 0 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.58 2.34 491 461 1186 1079 86 86 220 200 11 2A-2ov,,. 0.340 e 9.62, 30.36 30 0 289 911 0 0 0 0 V/ 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 12C Osw 0.091 s 2.58 2.34 270 200 515 469 140 110 282 257 2A 2ov 0.340 s 9.62 10.77 30 53 289 323 30 26 289 323 26-2fv, 0.340 s 9.62,, 10.7Z 40 70 385 431 0 0 0 0 W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 L _G 2A-2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 Vf1 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 131' 131 336 306 2A-2ov 0.340 w 9.62 30.36 6 0 58 182 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 15 0 144' 455 0 0 0 0 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0LAC2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-20cs 0.201 nw 0.00 0.06 0 0 0 0 0 0 0 0Y-D 11 DO .. 0.390 nw, 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 1469 1469 1331 2080 225 225 204 318 F 20P-19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 96 Envelope loss/gain 6330 7919 1330 1308 12 a) Infiltration 2998 949 701 222 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) 9327 8869 2031 1530 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9327 8869 2031 1530 15 Duct loads 46 % 76 % 4297 6761 46 % 769/61 936 1166 Total room load 13624 15630 29671 2696 Air required (cfm) 840 840 183 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright50ft` 2017-May-30 08:51:08 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 9 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 1 DEL -AIR Right-J® Worksheet MCDKDMM'Q ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name bth 2 bth 3 2 Exposed wall 9.0 ft 11.5 It 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 9.0 x 6.0 ft 11.5 x 6.0 ft 5 Room area 54.0 ft2 69.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf/ 12C Osw 0.091 n` 2.58 2.34 0 0 0 6 0 0 0 0 2A 2ov, 0.340 n 9.62, 10.58 0 0 0 0 0 0 0 0I-C W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 1 1 L-C 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0'_ 0. W 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e._ 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.58 2.34. 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 2B-2fv 0.340 s. 9.62 10.77 0 0_. 0 0 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 Vfl 12C-Osw 0.091 w 2.58 2.34 81 75 193 176 104 104 267 2A-2ov 0.340 w 9.62 30.36 6 0 58 182 0 0 0 2430 2A-2ov,, 0.340 w, 9.62 30.36 0 0 0 1 6 0 0 0 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0j-=G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 0.00 0.00 0 0 0 0 0 0 0 0 D 11 D0. 0.390 nw 0.00 0.00 0 0 0 0-, 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 54 54 49 76 69 69 62 98 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 60 32 Envelope loss/gain 300 495 329 308 12 a) Infiltration 160 51 204 65 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) 459 545 533 373 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 459 545 533 373 15 Duct loads 46% 76% 212 416 469/6 76%j 2461 284 Total room load 671 961 779 657 Air required (cfm) 41 52 48 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C _ -Fk- wrightsoft- 2017-May-30 08:51:08 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 10 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 1 DEL -AIR Right-M Worksheet ors-MCOMMIM ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job:. Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 it 7.0 ft 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 14.0 x 14.0 it 9.5 x 5.0 it 5 Room area 196.0 ft2 47.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t12C Osw 6.091 n 2.58 2.34 126 11i 286 260 45 45 116 105 C 2A 2oy.. 0.340 n 9.62 10.58 15 0 144 159 0 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 0.091 a 2.58 2.34 0 0 0' 0 0 0 0 0 11 12C-osw 2A-2ov 0.340 e _ 9.62 30.36 0 0 0 0 0'', 0 0 0 V t-G 13A-2ocs 2A-2ov 0.201 0.340 e e 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 L112C- 0sw G 2A-2ov 26 2fv 0.340 0.340 s s 9.62 9.62, 10.77 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0: 0 0 W 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I: C 2A-2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 w' 2.58' 2.34 126 111 286 260 18 18 46 42 I--G 2A-2ov 0.340 w 9.62 30.36 0 0 01 0 0 0 0 0 2A72ov_ 0.340 w , 9.62 30.36 15 0 144 455 0 0 0 O. 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 nw 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 nw 0.00 0.00 0 0 0, 0 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 196 196 177 278 48 48 43 67 F 20P-19t 0,050 1.41 0.71 0 0 0 01 11 11 16 8 F I22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 79 21 Envelope loss/gain 1038 1491 221 202 12 a) Infiltration 497 157 124 39 b) Room ventilation 1 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1535 1649 345 241 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1535 1649 345 241 15 Duct loads 461% 76 % 707 1257 469/. 76 % 159 184 Total room load 2242 2905 504 425 Air required (cfm) 138 156 31 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 410- wrightsoft' 2017-May-30 08:51:08 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 11 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N RDEL-AIR Right-JO Worksheet IEMG- M cowmnmgec ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 it 11.5 ft 3 Room height 9.0 it heat/cool 9.0 ft heat/cool 4 Room dimensions 13.0 x 11.0 ft 11.5 x 11.0 it 5 Room area 143.0 ft2 126.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2- 'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+J 120Osw " ' ' 0.091 n ' 2.58 2.34' 99 84 216 197 0 6 0 0 2A 2ov 0.340 n 9.62 10.58 15 0 144 159 0 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 V+ 1 12C-Osw 0.091` e 2.58' 2.34' 117 117 301 274 104 74 189' 172 11 2A72ov _ 0.340 e 9.62... 30.36 0 0 0 0 30 0 289, a 911 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 t-G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 12C Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 G 2A 2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 G' 2B-2fv_ _ 0.340 s 9.62, 10.77 0 0 0 0 0 0 0' 0 13A- 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 w 2.58 2.34, 0 0 0 0 0 0 0 0 I- C T2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A- 2ov , . 0.340 w . 9.62 30.36 0 0 0 0 0 0 0, 0 0. 201 w 0.00 0.00 0 0 0 0 0 0 0 0 G 1=13A- 2ocs 2A- 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 t- D 13A- 2ocs 0.201 nw, 0.00 0.00 0 0 0 0 0 0 0 0 11D0... 0.390 nw, 0.00 0.00 0 0 0 0. 0 0 0 0 PI 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L-- D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 143 143 130 202 127 127 115 179 F 20P-19t 0.050 1.41 0.71 1 1 2 1 0 0 0 0 F 22A-tpl '_ 0.989 0.00 0.00 0 0 0 0 0, 0 0 0 6 c) AED excursion 77 219 Envelope loss/gain 793 756 593 1482 12 a) Infiltration 426 135 204 65 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) 1219 891 796 1546 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1219 891 796 1546 15 Duct loads 1 46%1 769/6 561 679 46% 76% 367 1179 Total room load 1 1780 1570 1163 2725 Air required (cfm) 110 84 72 146 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C - wright9oft" 2017-May-30 08:51:08 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 12 IinglonBGLN\ Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Q®ELAIR Right-J® Worksheet r a-MCOMMUM ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 35.0 it 3.5 ft 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 20.5 x 14.5 it 1.0 x 311.3 it 5 Room area 297.3 ft2 311.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ftz) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UfJ 12C Osw 0.601 n 2.58 2.34 0 0 0 0 0 0 6 0 G 2A-2ov _ 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 V/ 12C-Osw 0.091' a 2.58, 2.34 185 185 475 432 0 0 0 0 11 L-G 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 W 12C Osw 0.091 s 2.58 2.34 131 91 233 212 0 0 0 0 2A-2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 213 2fv 0.340 s 9.62 10.77 40 35 385 431 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 32 32 81 74 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov. 0.340 w _ 9.62 30.36 0 0 0 0 0 0 0, 0 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 nw 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 nw 0.00 0.00 0 0 0 0 0 0 0 0D P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 297 297 269 421 311 311 282 441 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 0.00 6.0o 0 0 0 0 0 0 0 0 6 c) AED excursion 90 43 Envelope loss/gain 1362 14061 363 472 12 a) Infiltration 621 197 62 20 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) 1983 1603 425 492 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1983 1603 425 492 15 Duct loads 46 % 76 % 914 1222 46% 76 % 196 375 Total room load 2897 2824 621 866 Air required (cfm) 1791 152 38 47 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed wr ight50ft" Right -Suite® Universal 2017 17.0.16 RSU24011 2017-May-30 Page 03 Acc;k...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = 10J8 House faces: N DEL -AIR Duct System Summary Job: Lot299ThornbrookeDarli... Date: 6/4/2014 ILE=G • AW CGNGRIGKING ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-Al R.COM For: Taylor Morrison Heat! n g Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.148 in/100ft 0.148 in/ 100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 162 ft Name Design Btuh) Htg Cfm) Clg Cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg.Egv Ln (ft) Trunk den C 2273 59 107 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3 dining rm C 2241 57 105 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm h 4891 210 168 0.183 8.0 Ox 0 VIFx 36.2 95.0 sti kitchen C 3310 144 156 0.212 8.0 Ox 0 VIFx 18.0 95.0 st1 mstr bth h 1372 59 27 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm h 5067 217 167 0.148 8.0 Ox 0 VIFx 52.0 110.0 st3 mstr we C 5 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st3 mstr wic C 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry C 5 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 1396 60 38 0.199 5.0 Ox 0 VIFx 25.5 95.0 sti utll C 1524 34 72 0.199 5.0 Ox 0 VIFx 25.5 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 335 301 0.148 615 10.0 0 x 0 VinlFlx st1 St1 Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx C wri htsoft• 2017-May- 30 08:51:09 9 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 1 ACA:* ...IingtonBGLN\ Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N g_.. Returno-Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design IF Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wri htsoft' 2017-May-30 08:age 29Right-Suite6 Universal 2017 17.0.16 RSU24011 Page 2 A4CCIA...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heati n g 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/ 100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/ 100ft 840 cfm 119 ft Sui?PiY Branch Detail fable _ , Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 c 961 41 52 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 779 48 35 0.311 4.0 Ox 0 VIFx 7.1 70.0 oft c 2725 72 146 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below h 1448 89 76 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A h 1448 89 76 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2967 183 145 0.270 8.0 Ox 0 V I Fx 18.8 70.0 rm 3 h 1780 110 84 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 504 31 23 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 c 2905 138 156 0.281 6.0 Ox 0 VIFx 15.5 70.0 stairs c 866 38 47 0.306 6.0 Ox 0 VIFx 8.6 70.0 s 4.5 I 'Trunk Detail 'Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 254 0.202 574 9.0 0 x 0 VinlFlx RA.eturn Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx e wri htsoft' 2017-May-30 08:51:09 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 CCA...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc - 10J8 House faces: N FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot299ThornbrookeDarlingtonBGLN 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 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 5/30/2017 8:42:04 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot299ThornbrookeDarlingtonBGLN Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data HOUSE PRESSURE a Leakage Characteristics CFM(50): FLOW: ELA: i Eq LA: ACH: ACH(50): S LA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: O TtIE ST4 5/30/2017 8:42 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. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or 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 L/s) 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. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)kll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 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 L/min) 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. 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 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 a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 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. 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 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. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 J, aatn auct to wall cap 2.0 TON W/5KW @240V IPH 14/fan Iexlop l;fnrm by Obldrcnle-1/8'=1'O' Nutone 696RN Q HV\ btl tl\C V t 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 9* KIIISIER SLUE 165 s-, ru*cxc14x8 lwcd 16x16 rug 10' g 16,16 4 I Y I awu r— LANAI sI _ _ I R II rnu e a- ----- TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # o• 1 2T 3r 51^ WINDOW CALL -OM VEf hk"V OFNW FOR ALL MOIA,, AD 9ff5 AND WAILATIGN HAT VARY PER IFACTUM NO VEOFILAtIM.. ER TO FLOOR FIMO FOR 5Tra OF WIDOW 3° bath duct to wall cap w/fan Y w.,rreLis is I 1y0 6 r+• 25 I_i 1 p ulnrWi 10 amp lr y E NIRY sto a 6 & 1z• 84 lwcc 5 6 Iass•' YER 100 r ex mun uF creY40 I a•u w uwe ee• ro ItAdu: TiwMa er I . rtaxwAv. I. iw wLi ' 6• 1e•xtz• rm.[ro A A I II 11 17D- 7 L"f10x6 1wc B' [y71 11 14. E1 sw — i 105 GARAGE m 4rer."wr. al E41FAMILY ROOM B• DINI IG e m• _ _ s n z_ smwr wwwc I e • an I I rt 81 I /( J 155 14x6 lt o R U wwm bl fL------- J 0 . yompli— cer ducts/gda R sizetl In aerM Floridn Resldentlnlattynx mplinnce with Building Code - 147602.4 Bnlunced us. la9lroxF ] A amBixx1 Return Alr, a ceptions 1-3. Builder ust provide uore,trlc ted I Inch undercut on doors to hnbltable Dons, oc A HATCHINGLEGEND NA4R 641 MAIN FLOOR 14615F, UP' I'ER FLO TOTAL Lv'T d5tff 6AR46E LANAI 1395F/ ENTRY Musthave a minimum clearance of 4 Inches around the air handler per the State Energy code, All duct has an r=6 insulation value. MAIN FLOOR z 0 LJ z Y Q ED zN o CU Z o f c c\ DLL z o } N in LU > .. z M Z E LLJ 3: J Q H 07 F- Q 5 J O 5 Q Cr CI] CL J (n 0 C 4a TYPICAL WOOD FRAME 14x8 I. d145 7Ou eEDI(DO1 B. _ 12x12i r4hxz12.12 ra 10' wnut 0. 61{J+S d I Z— o I ] I 3" bath duct t0 roof cap Trnns Fer ducts/lies sized In w/fan compliance with Florida Residential 2.0 TDN W/5KV 2240V IPH Bull ding Code - M1602.4 BOlnnced8x10ppten O Nutone 696RNB Return Alr. exceptions 1-3. Builder plformntby i-e ust provide u estricted 1 inch bldr undercut on doors to hobl scale 1/13'=l'0• W rW wo owx w.4°Nre uca uw i z O O tnble 0 a' Bx4wc Idn ;4 / I III I IIIIBuilder w0.1need to provideo/c 9uct chose I Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. Rating 4- V C0 N e(1 N 0 CD i _ N e( Q o V O — o KIWI S Q Q Qa Q N m z lD W W O R1 CD CC) Q m (U cU D z 0 w o a 0 z~ mQ'r m as o z cv zCD ry ov\lL Qqo , Dh z om W > z o z o w 3 J Q H m l— Q 5 J O 5 Q Cr m EL J (n O 0 TAYLOR MORRISON HOMES THORNBROOKE S.F. HOUSE TYPE: DARLINGTON LOT 299 WITH OPTIONAL 2ND LAV BATH 3 1ST FLOOR I V. KITCHEN 3" WASTE LINE FROM ZND FLOOR TERMINATING TD THE 2ST FLODR r% ar I G sSao o V O O W V I t AIW MASTER BATH n 0 K WPM POWDER BATH TAYLOR MORRISON HOMES THORNBROOKE S.F.!' HOUSE TYPE: DARLINGTON { Y LOT 299 WITH OPTIONAL 2ND LAV BATH 3 2ND FLOOR NTH 3 3" WASTE LINE PROM ?,ND FLOOR TERMINATING TOTNE 1ST FLOOR Qu Lt3.tf BATH 2 m DESCRIPTION AS FURNISHED: Lot 299, 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 296 I N 000 > 0' 44" W I i 40.00' ti6 LOT 299 19.80' 19.80, 3.0'x3.01 5.14' AC --B 5.14' 5.00' 15.r 5.00' COVERED PATIO 0io; 1J1 14.3' w U, W r^ CO O O PROPOSED RESIDENCE O b MODEL: DARLINGTON-B O 2 CAR GARAGE LEFT O p) t O C\2 LOT 300 n CO LOT 298 1 0ti 5.0' 5.00' Bf> (7 - Zp3 —7 o ENTRY o 8.7' ZONIN. xOk to construct single family home 21.3' with setbacks and impervious area 5.00' shown on plan. 16' DRIVE 25.20' 25.20' 10' UTIL. ESMT. Vl 9.58, 5' CONC. WALK PC) 3' FLARES CURB ON LOT AREA CALCULATIONS.. LOT = 4,800 SQ.FT. B.B.) S OO 0' 44" E LIVING = 1,467 SQ.FT. GARAGE = 455 SO.FT. 40.00' ENTRY = 71 SQ.F7. LANAI = 139 SQ, F 1'. RED ROSE LANE BREEZEWAY = N/A SQ. F-F. DRIVEWAY = 403 SQ.FT. 50' RIW) TRACT I AICPAD = 18 SO.F'T. UTILITY & ACCESS R/W WALWALKWAY = 70 SO. FT. IMPERVIOUS= 54.6 % 2,623 so, F"T. SOD = 2 177 SQ. FT. OFF LOT AREA CALCULATIONS. R/W = 440 SQ.FT. Qo PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 110 SQ.FT. PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY' SIDEWALK = 200 SQ.FT. PROPOSED DRAINAGE FLOW FRONT = 25' NOT A SURVEY SOD130SOFT. LOT GRADING TYPE A * PROPOSED F. F. PER PLANS = 25.2' REAR = 15' SIDE = 5. 0' t AREA PROPOSED INFORMATION SHOWN AREA = 5,240 SQ.FT. SIDE CORNER = 10' BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO. FT. AND/OR INSTRUCTIONS PER SIDEWALK = 270 SQ.FT. PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD = 2,307 SQ.FT. CRUSEWWEER-SCOTT & ASSOC., INC. - IAND SURT7 TYC,R,S` LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 3-9807 (407)-277-3232 FAX (407)-658-14 3Ei P PLATPDLPOINTONLINENOTES: F I. P. FIELD RtlN PIPETYP. PR.C. TYPICAL POINT OFREVERSECURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF lR. RON ROD I P.C.C. PONT OF COMPOUND CURVATURE PROFESSIONAL SURVEYTRS AND MAPPERS IN CHAPTER S -17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. RET L. R. REC. Er/kLB 4596 RECOVERED RECOVEREDN.R. W.P. NON -RADIAL WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PA.B. POINT OF BEGINNCOMMENCEMENT CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. RO.C. POINT COMMENCEMENT PRIA PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E LI CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. N&D NAIL t DISK B.S.I. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. RIGHT -Or - WAY BA. B.H. BENCHMARK BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) ER/WSMESMT. DRAIN, EASEMENTDRAINAGE 8. ELEVATION$ IF SHOWN, ARE BASED ON 11A77ONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED, UTIL. UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 4506, CLFC. CHAIN LINK FENCE WD.FC. C/D WOOD FENCE CONCRETE BLOCK SCALE 1 • a 20' T DRAWN BY. P. P.C. P.T. POINT OF CURVATURE POINT OF TANGENCY DATE ORDER N0. CERTIFIED BY: DESC. R LDESCRPT, ON RADIUS ARC LENGTH9PLOT PLAN 05-26-17 2122-17 D DELTA REWSEDPLOT PLAN 05-31-17 C C. N. CHORD CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES. NOT LIE WITHIN --- -----------------—-- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' 70 RUSENA R.L.S. X 4714 ZONE 'C• MAP.1 12117C 0055 F. JAME SCOTT, R.LS j 4801 BUILDER HOUSE PLAN 2585 2 1 1 1 1 1 1 RECORD COPY 0 , EfseEmieaf ' ie,xv .1,-(Jj1Ze. 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) TAYLOR MORRISON DARLINGTON SQFT GENERAL LIGHTING X 3 VA PER SQ FT 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA LAUNDRY CIRCUIT AT RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL (1/3 HP) 17-2037 vIIDING SANFORD OFfART c' 7755 VA 3000 VA 1500 VA 12000 VA 4500 VA 1200 VA 5000 VA 246 VA VA VA SUBTOTAL OF GENERAL LOAD 35201 VA FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 VA REMAINDER OF GENERAL LOAD AT 40% 25201 VA x . 4 10080 VA TOTAL NET GENERAL LOAD 20080 VA 2 TON HEAT PUMP #1 16.5 AMP X 240 VA = 3960 VA 2 TON HEAT PUMP #2 16.5 AMP X 240 VA = 3960 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA NET GENERAL LOAD 20080 VA NET TOTAL HEAT 14420 VA TOTALLOAD 34500 VA CALCULATED LOAD FOR SERVICE 34500 VA 1240 V= 143.75 AMP 1 ,.. - SERVICE T' • ITHEMIZ.. Site Information: Customer Info: Taylor Morrison Lot/Block: 299 Address: City: Sanford Lumber design value alb in accordance with ANSI/TPI 1 section 6.3 These truss design5.r6ly`on lumber values established by others. RECORD COPY Project Name: TB0299 Model: Darlington Subdivision: Thornbrooke State: Florida MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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: FBC2014lTP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 58 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. Seal# Truss Name Date No. Seal# Truss Name Date 1 T11287062 C01 6/6/17 18 T11287079 F15 6/6/17 12 1 T11287063 1 CO2 1 6/6/17 119 I T11287080 I F16 1 6/6/17 1 13 1 T11287064 1 CO3 1 6/6/17 120 I T11287081 I F17 1 6/6/17 14 I T11287065 1 F01 1 6/6/17 121 1 T11287082 1 H R01 1 6/6/17 j 15 I T11287066 I F02 16/6/17 122 1 T11287083 1 HR02 1 6/6/17 16 I T11287067 I F03 1 6/6/17 123 1 T11287084 1 H R03 1 6/6/17 17 I T11287068 I F04 1 6/6/17 124 1 T11287085 1 H R05 1 6/6/17 18 T11287069 I F05 1 6/6/17 125 I T11287086 I J01 1 6/6/17 1 9 I T11287070 I F06 1 6/6/17 126 I T11287087 I J02 1 6/6/17 10 I T11287071 I F07 1 6/6/17 127 I T11287088 I J03 1 6/6/17 11 I T11287072 I F08 1 6/6/17 128 I T11287089 I J04 1 6/6/17 112 I T11287073 I F09 1 6/6/17 129 I T11287090 I J05 1 6/6/17 113 I T11287074 I F10 1 6/6/17 130 I T11287091 I J06 1 6/6/17 114 I T11287075 I F11 1 6/6/17 131 I T11287092 I J07 1 6/6/17 115 I T11287076 I F12 1 6/6/17 132 J T11287093 I J08 1 6/6/17 116 I T11287077 I F13 1 6/6/17 133 I T11287094 I J09 1 6/6/17 117 I T11287078 I F14 1 6/6/17 134 J T11287095 I J10 1 6/6/17 The truss drawing( s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer' s Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 17-2037 DING z pFPAR No 2 • ATE OF : 4/ ` A Walter P. Flnn PE No22839 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 6, 201. 7 Finn, Walter 1 of 2 RE: TB0299 - Site Information: Customer Info: Taylor Morrison Project Name: TB0299 Model: Darlington Lot/Block: 299 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. Seal# I Truss Name Date 135 I T11287096 I J 11 1 6/6/17 36 JT11287097JJ12 6/6/17 137 I T11287098 I J20 1 6/6/17 138 I T11287099 I J21 6/6/17 139 1 T11287100 ( R01 6/6/17 140 T11287101 1 R02 1 6/6/17 141 T11287102 1 R03 1 6/6/17 142 1 T11287103 1 R04 1 6/6/17 143 1 T11287104 1 R05 1 6/6/17 J 144 1 T11287105 1 R07 1 6/6/17 J 145 1 T11287106 1 R08 1 6/6/17 1 146 T11287107 1 R09 J 6/6/17 1 147 T11287108 1 R10 1 6/6/17 J 148 1 T11287109 1 R11 1 6/6/17 149 1 T11287110 1 R 12 1 6/6/17 1 150 1 T11287111 1 R 13 1 6/6/17 1 51 1 T11287112 1 R16 1 6/6/17 J 152 1 T11287113 1 R17 1 6/6/17 1 153 1 T11287114 1 R18 1 6/6/17 154 1T11287115 R19 1 6/6/17 155 1 T11287116 1 RF01 1 6/6/17 J 156 1 T11287117 1 RF02 1 6/6/17 157 1 T11287118 1 V01 1 6/6/17 158 I T11287119 1 V02 1 6/6/17 2of2 Job Truss Truss Type tsunaers "rstaource, Tampa, nam uny, rwoaa os000 0N8 Oty T11287062 1 2 3 4 5 63x4 = 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 3x4 = 17 16 15 30 0 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-8 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 15-6-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-8 1-3-8 1-4-0 1-4-0 1-4-0 1-4-0 0-10-8 Plate Offsets (X Y)-- (6 0-1-8 Edgej (20:0-1-8 Eddel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.03 Horz(TL) -0.00 17 n/a n/a BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight: 79lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 15-6-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. q® _ Design valid for use only with MITek6 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not C! a trrrss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall f 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 required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of 14115seS and truss systems, seeANSI/TPI T Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type T80299 ]CO2 Floor Truss tsuuaers rirsmource, Tampa, ,.nr any, nvnaa OHS Oty Ply Reference T11287063 1 optional) 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:16 2017 Page 1 I D:Zl7yacff3rgf5yObD E G6BuzOUf6-azzh 1 OUckPuY00? OSCmuR3U?AV OBS3AYZN Eg6ez9l A5 Scale= 1:17.0 1 2 3 4 5 6 7 8 0 of 16 15 14 13 12 11 10 9 9-0-7 9-0-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) Na n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 9 n/a rVa BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight: 45 Ib FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 9-0-7. lb) - Max Grav All reactions 250 lb or less at joints) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.13 ." X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/08/2015 BEFORE USE. _ Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an individual Wilding component, not -- a truss system. Belore use, the building designer must verify the applicability of design parameters and properly incogwrale this design into If overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYI p fTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage., delivery, erection and bracing of trusses and buss systems, seeANSi/TPI] Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type TB0299 003 GABLE omiueia rnaroum , miry., ream y, r-- 0148 a0000 Oty Ply T11287064 1 1 Job Reference (optional) 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:17 2017 Page 1 ID:ZI7yacff3rgf5yObD EG6B uzOUf6-2AX3EMV EVjOPOAaaOv H7_GOAvJkPBW Phn 1 _Of4z91A4 Scale = 1:23.4 1 2 3 4 53x4 6 7 8 9 10 11 12 o l I 13 j I 24 23 22 21 20 19 18 17 16 15 14 3x4 — 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-2-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 9-4-0 0-90-12 Plate Offsets (X Y)-- (5 0-1-8 Edgej (19:0-1-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.03 Horz(TL) -0.00 15 n/a rda BCDL 5.0 Code FBC2014ITP12007 (Matrix) Weight: 72 lb FT = 20% F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-2-12. Ib) - Max Grav All reactions 250 Ito 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 vith fixed heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mfh7473 rev. 1010312015 BEFORE USE. Design valid for use only with MllekO connectors. this design is based only upon parameters shown, and is for an individual building component, not -- a truss system. Before use, the building designer must verify the applicability of design Ix)rameters and preFerly 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 MiTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, se6ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287065 TB0299 Fol FLOOR TRUSS 5 1 739768003 Job Reference (optional) rs nrsraource, amp., r,—, —y, r-- a0000 0-1-8 H 1 2-6-0 1-3-0 1 1.5x3 1.5x3 = 1.5x3 = 1 2 I D:Z17yacff3rgf5yObD EG6BuzOUf6-2AX3EMV EVjOPOAaaOvH7_GO1 bJZtBQhhn 1 _Of4z91 A4 2-3-8 1.5x3 II 1.5x3 1i 4 5 6 7 2-6-0 0-1 8 ca = 1:26.9 i 6- 4`. 6 n 1n 6 Q Plate Offsets (X Y)-- 11:0-1-8 Edge] [120-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(TL) -0.20 12-13 >925 240 BCLL 0.0 Rep Stress Incr YES W B 0A0 Horz(TL) 0.04 9 n/a rt/a BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 82 lb FT = 20 % F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=834/0-7-4, 9=834/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1530/013-4=-2021/0, 4-5=-2021/0, 5-6=-2021/0, 6-7=-1530/0 BOT CHORD 13-14=0/1191, 12-13=0/1839, 11-12=0/2021, 10-11=0/1839, 9-10=0/1191 WEBS 2-14=-1390/0, 7-9=-1390/0, 7-10=0/539, 6-10= 490/0, 6-11=0/502, 5-11=-293/0, 2-13=0/539, 3-13= 490/0, 3- 12=01502, 4-12= 293/0 NOTES- ( 5) 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 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03M15 BEFORE USE. Design valid for use only with Mifek© connectors. This design is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verify the applicoIilily of design parameters and properly incorporate this design into the overall Welk' buildingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional lei nporary and pVl ermanent bracingtielkIS always required for stabilliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss syslorrrs, seeANSI/TPI I Quality Criteria, DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information available trorn Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11267066 TB0299 F02 FLOOR TRUSS 4 1 F739768004Reference (optional) 0-1-8 HI 1.5x3 I 1.5x3 = 1.5x3 = 1 2 i .owonyi, .., ,,..«.,., „„ ,..yam, D:ZI7yacff3rg15y0bDEG6Buz0Uf6-XM5RRiWsG18GeK9mZdoMXUZDgjvt 6;OhjxBWz91A3 i 1-11-12 1.5x3 11.5x3 4 5 2-6-0 0}}_1_..((8 cdl = 1:26.3 1.5x3 1.5x3 = 6 7 8 3x6 = 17 Plate Offsets (X Y)-- j11:0-1-8 Edgel (12:0-1-8 Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.13 10-11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.17 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC20141FP12007 Matrix) Weight: 82 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=814/0-3-8, 14=820/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1497/0, 3-4=-1960/0, 4-5= 1960/0, 5-6=-1960/0, 6-7=-1513/0 BOT CHORD 13-14=0/1168, 12-13=0/1795, 11-12=0/1960, 10-11=0/1806, 9-10=0/1189 WEBS 2-14-1363/0, 7-9= 1374/0, 7-10=0/515, 6-10=-464/0, 6-11=-14/453, 5-11=-261/0, 2-13=0/523, 3-13=-474/0, 3-12=-3/464, 4-12= 266/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. l0/03f20IS BEFORE USE. Design valid for use only will) MiTek© connectors. this design is based only upon parametersshown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` Is always required for stability and to prevent collapse with possible personal injury, and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and if systems, seeANSI/TPI I Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T11267067 TB0299 F03 Floor Truss 1 1 739768005 Job Reference (optional) burners rirsiaource, Tampa, Tram a y, n ,n os000 ID:Zl7yacff3rgf5yObDEG6BuzOUf6-XMSRRiWs61S6e 5' 0MIX UZ7gjvNwgzrOhjxBWzgIA3 0-1- 8 13 2- 6-0 1-1 1-12 2-6-0 0 1{{8 Sca'Irs = 1:26.3 1.5x3 II 1.5x3 - 1.5x3 1.5x3 = 4x6 = 3x6 = 1.5x3 1.5x3 11 3x4 = 4x6 = 1.5x3 = 1 2 3 4 5 6 7 8 116 15 3x4 = 4x6 = 3x4 = 3x4 = 4x6 = 3x6 = 17 Plate Offsets ( X Y)-- j11 0-1-8 Edge) 112:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.25 10-11 >723 360 MT20 2441190 TCDL 10. 0 Lumber DOL 1.00 BC 0.67 Vert(TL) -0.35 10-11 >507 240 BCLL 0. 0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.04 9 n/a n/a BCDL 5. 0 Code FBC2014ITP12007 Matrix) Weight: 82 Ib FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 9=1201/0-3-8, 14=956/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-132310, 3-4=-2626/0, 4-5=-2626/0, 5-6= 2626/0, 6-7=-1811/0 BOT CHORD 13- 14=0/772, 12-13=0/1870, 11-12=0/2626, 10-11=0/2535, 9-10=0/1033 WEBS 7-9=- 1549/0, 2-14=-1191/0, 7-10=0/1237, 2-13=0/875, 6-10= 1149/0, 3-13=-868/0, 4-12=-336/0, 3-12=0/1020, 6-11=-205/ 525 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 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. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 523 lb down at 11-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 9-14- 10, 1-8=-100 Concentrated Loads (Ib) Vert: 6=-523( F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10MI2015 BEFORE USE. Design valid for use only with MITekO connectors. this design is based only upon parameters shown, and is for an individual bt Ading component, nor - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into file overcall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addilional temporary and permanent bracing MiTek` is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulte 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287066 TB0299 F04 FLOOR TRUSS 2 1 7397611006 Job Reference o ptional ounoers rnsiaource, Tampa, rranr uny, nonaa aa000 0-1-8 u 2-6-0 2-6-0 1.5x3 II 1.5x3 = 1.5x3 = 3x4 = 1.5x3 11 1 2 3 4 3 I D:Zl7yacff3rgf5yObD EG6Buz0Uf6-?Yfpf2XV 1 KG7F Ukz7KJb3h6Om 6GLfM r_FLTVjzz91A2 1-8-4 1-3-0 1.5x3 3x4 = 4 5 3x6 6 7 0 Scale = 1:19.9 i w I I E2 d, 11 10 9 8 zve = ax4 = i Sx9 I I 3x4 = t 1-0-12 Plate Offsets (XY)-- f10:0-1-8 Edgej (11:0-1-5 Edclel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) -0.12 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(TL) -0.26 11-12 >501 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix) Weight: 61 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=595/0-3-8, 12=595/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1031/0, 3-4=-1031/0, 4-5= 1031/0, 5-6=-408/0, 6-7=-416/0 BOT CHORD 11-12=0/784, 10-11=0/1031, 9-10=0/784 WEBS 2-12= 915/0, 2-11=0/369, 7-9=0/615, 5-9=-598/0, 5-10=0/487, 4-10=-273/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5) CAUTION, Do not erect truss backwards. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MlTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a buss system. Before use, The building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. Tor general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 r t Job Truss Truss Type Qty Ply T11287069 T60299 F05 FLOOR TRUSS 5 1 739768.0.7. bumers rirsttiource, i ampa, narn'ay nonoa as000 0-1-8 H 2-6-0 1.5x3 I 1.Sx3 = 1.50 = 3x4 = 1 2 2 M I D:Zl7yacff3rgf5y0bDEG6Buz0Uf6-?Yfpf2XV 1 KG7FU kz7KJb3h6MS6G W f M8_FLTVjzz91 A2 1-10-12 1-3-0 0 1 8 r Scale'= 1:19.6 1.5x3 11 1.5x3 11 1.5x3 3x4 = 1.5x3 = 3 4 5 6 SO e. 3x4 = 3x4 = 11-4-12 Plate Otfsets (X Y)-- 8 0-1-8 Edgej (9 0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.15 9-10 917 360 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) 0.28 9-10 468 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 7=603/0-3-8, 10=610/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1079/0, 3-4=-1079/0, 4-5=-1079/0 BOT CHORD 9-10=0/808, 8-9=0/1079, 7-8=0/827 WEBS 2-10=-943/0, 2-9=0/404, 5-7=-954/0, 5-8=0/499, 4-8=-295/0 3x6 - PLATES GRIP MT20 244/190 13 0 T Weight: 61 lb FT = 20 % F, 11 % E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD 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 wails 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." WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only will) Milekb connectors. This design is based only upon parameters shown, and is for an Individual building component, not a tRISS system. Before use, the building designer musl verify the applicability of design poianeters and properly incorporate Ihis 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabilcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instilute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T71287070 TB0299 F06 FLOOR TRUSS 3 1 739768008 Job Reference o tional Dull.- 1Ir5-u-, I dI .P.. -y, n uaq oo.w 0-1-8 H 2-6-0 2-6-0 _ 1 1 3-0 i 2-6-0 n 2 1.5x3 1.5x3 = 1.5x3 = ii 1 28 27 26 1.5x3 I 1.5x3 11 1.Sx3 II 4x6 = 3x6 FP= 2 3 4 5 6 7 8 9 I D:Zl7yacff3rgf5yobD EG6Buz0Uf6-TID BsOY7oe0_te19h2ggcveTwW aEOIT8T7C2F Pz91 At 1-9-8 2-6-0 I- 2-6-0 -- Cl-8 i -- Scale = 1:52.0 1.5x3 11 1.5x3 11 10 11 12 13 14 1.5x3 II 1.5x3 = 1.5x3 = 3115 25 24 23 22 21 20 19 18 17 16 3x6 = 3x6 FP= 4x6 = it 18:0-1-8,Edgel 119:0-1-8,Edge 29- 18 30 0 29 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Ud PLATES LiHIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(ILL) -0.19 25-26 >699 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.37 25-26 >361 240 BCLL 0.0 Rep Stress Incr YES W B 0.52 Horz(TL) 0.06 16 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 154lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1-8: 2x4 SP No. 1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 16-22 2x4 SP No. 1(flat) 6-0-0 oc bracing: 24-25,23-24. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 16=945/0-7-4, 23=1802/0-4-0, 26=498/0-7-4 Max Grav16=963(LC 7), 23=1802(LC 1), 26=588(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-992/165, 3-4=-992/165, 4-5= 992/165, 5-6=0/1022, 6-7=0/1022, 7-8= 1498/0, 8-9=-1498/0, 9-10= 2306/0, 10-11=-2715/0, 11-12=-2715/0, 12-13=-2715/0, 13-14=-1855/0 BOT CHORD 25-26=0/774, 24-25=-165/992, 23-24=-443/685, 22-23=0/956, 21-22=0/956, 20-21=0/2007, 19-20=0/2589, 18-19=0/2715, 17-18=0/2273, 16-17=0/1401 WEBS 6-23=-299/0, 2-26=-903/0, 2-25=-206/255, 5-23=-1099/0, 5-24-01734, 4-24=-444/0, 14-16=-1635/0, 14-17=0/721, 13-17=-664/0, 13-18=0/629, 7-23=-1830/0, 7-21=0/911, 9-21=-863/0, 9-20=0/522, 10-20= 508/0, 10-19= 66/485, 11-19=-251/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10703(2015 BEFORE USE. s Design valid for use only with MITek© connectors. This design is based only upon parameters shown, and is for an individual building component, nor antatrusssystem. Before use, the building designer must verify the applicability of design parameters and property lnco"xote 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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institule, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Qty PlyT11287071TrussT80299 TrussType 2 1 739768009 Job Reference (optional) ouimers nrsraowce, ianrya, naw guy, 0-1-8 H 2-6-0 2-6-0 1.5x3 II 1.5x3 = 1.5x3 = ii 1 28 27 26 1.5x3 II 1.5x3 II 2 3 4 5 ID:Zl7yacff3rgf5yObDEG6Buz0Uf6-xxna4kYlZyWrVotLFIL386Bf3wuz7CjHifyborz9lA0 2-6-0 2-6-0 2-3-8 2-6-0 2-6-0 -1-8 tale = 1:52.0 1.5x3 II 1 .5x3 = 1.Sx3 II 3x6 FP= 1.5x3 11 1.5x3 II 1.5x3 = 6 7 89 10 11 12 13 14 3115 25 24 23 2221 20 19 18 17 _ 16 3x6 FP= 3x6 = 30 0 29 Plate Offsets (X Y) 118 0 1-8 Edge] 119:0-1-8 Edge] j24 0-1-8 Edge[, 125:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) 0.25 17-18 >784 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) 0.38 17-18 >523 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 16 n/a rda BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 154 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.t(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No. 1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23,20-22. REACTIONS. (lb/size) 16=826/0-7-4, 22=1796/0-4-0, 26=623/0-7-4 Max Grav 16=856(LC 7), 22=1796(LC 1), 26=680(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1359/0, 3-4- 1359/0, 4-5=-1359/0, 5-6=-1006/28, 6-7=0/1040, 7-8=0/1040, 8-9=-1297/0, 9-1 0=-1 297/0, 10-11=-2105/0, 11-12=-2105/0, 12-13=-2105/0, 13-14=-1606/0 BOT CHORD 25-26=0/928, 24-25=0/1359, 23-24=0/1262, 22-23=-154/728, 21-22=-87/876, 20-21= 87/876, 19-20=0/1727, 18-19=0/2105, 17-18=0/1930, 16-17=0/1228 WEBS 7-22=-262/0, 2-26=-1083/0, 2-25=0/504, 6-22=-1343/0, 6-23=0/555, 5-23=-539/0, 5-24=0/424, 14-16=-1433/0, 14-17=0/601, 13-17=-515/0, 13-18=-39/276, 8-22=-1606/0, 8-20=0n17, 10-20=-743/0, 10-19-0(T55, 11-19=-409/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. v Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and is for an individual Wilding component, not - a IRtss system. Before use, the building designer must verify the applicability of design parameters 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 temfaoraly and i>ennonent bracing B iTek« Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IY, Fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T1/287072 T80299 F08 Floor Truss 1 1 739768010 Job Reference (optional) Duuaers--ource, iampa, r.mu "'Y' nvima oa oo 0-1-8 2-6-0 2-3-11 H1 1.5x3 II 1.5x3 = 1.5x3 = it 1 26 25 24 1.5x3 11 1.5x3 2 3 4 I._.__..r. .___._..- I D: Zl7yacff3rgf5yObD EG6Buz0 Uf6-P7KyH4ZNKFfi6xSXoSs IhKkgzKEJ sfdQxJi9Kl z9l A? 1-3-0 i 1-3-0 1-5-5 1-3-0 1-3-0 0-1-8 i i i Scale = 1:52.0 4x6 = 1.5x3 II 3x6 FP= 1.Sx3 II 1.5x3 II 5 6 7 8 9 10 11 12 13 1.5x3 II 1.5x3 = 1.5x3 = 2914 23 22 21 20 19 18 17 16 15 3x6 FP— 4x6 = 3x6 = 29-10-8 28 0 27 12-10-7 Plate Offsets (X Y)-- 117:0-1-8 Edge], 118:0-1-8 Edge], 122'0-1-8 Edgej (23 0-1-8 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.20 23-24 >761 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.36 23-24 >418 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 15 n/a n/a BCDL 5.0 Code FBC20141FP12007 Matrix) Weight: 151 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. REACTIONS. (lb/size) 15=853/0-7-4, 21=1791/0-5-11, 24=602/0-7-4 Max Grav 1 5=893(LC 7), 21=1791(LC 1), 24=651(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1231/0, 3-4=-1231/0, 4-5=-1231/0, 5-6=0/1048, 6-7=0/1048, 7-8=-1491/0, 8-9=-1491/0, 9-10— 2351/0, 10-11=-2351/0, 11-12=-2351/0, 12-13=-1687/0 BOT CHORD 23-24=0/876, 22-23=0/1231, 21-22=-245/646, 20-21 =0/1 039, 19-20=011039, 18-19=0/1912, 17-18=0/2351, 16-17=0/2049, 15-16=0/1287 WEBS 6-21— 281 /0, 2-24— 1022/0, 2-23=-38/414, 5-21= 1233/0, 5-22=0/836, 4-22=-351 /0, 13-15=1501/0, 7-21 =-1 681/0, 7-19=0/797, 9-19= 768/0, 13-16=0/637, 12-16=-575/0, 12-17=-30/428, 9-18=0/718, 10-18=-276/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. _ Design valid for use only with Mrekc6 connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not a taus system. Before use, the lxwilding designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Ir1SS web andlor chord members only. Additional temporary and permanent bracing WOW IS always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of IIUSSes and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T11287073 T60299 F09 Floor Truss 1 1 6116b7l1eference o tional tsunaers rirsraource, Tampa, ream i, ny, nonaa es000 0-1-8 y 2-6-0 1 2-6-0 1-6-1 1 i 1-3-0 2-6-0 2-6-0 1.5x3 1.5x3 = 1.5x3 = 11 1 28 27 26 1.5x3 11 1.5x3 11 1.5x3 I I 4x6 = 36 FP = 2 3 4 5 6 7 8 9 I D:Zl7yacff3rgf5yObDEG6Buz0Uf6-P7KyH4ZNKFfi6xSXoSslhKkgAKCKsefQxJi9Klz91A? 2-2-5 i2-6-0 2-6-0 -1r8 i i tale = 1:52.0 1. 5x3 11 1.5x3 11 10 11 12 13 14 1. 5x3 II 1. 5x3 = 1. 5x3 = 3115 25 24 23 22 21 20 19 18 17 16 3x6 = 3x6 FP= 4x6 = 30 0 0029 Plate Offsets (X Y)-- 118 0-1-8 Edge) 119 0-1-8 Edgej f24 0-1-8 Edqe) j25 0-1-8 Edgef LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.22 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.33 25-26 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.07 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 154 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puldins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 16=948/0-7-4, 23=1864/0-5-11, 26=434/0-7-4 Max Grav 16=961(LC 7), 23=1864(LC 1), 26=548(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-859/305, 3-4=-859/305, 4-5=-859/305, 5-1198, 6-7=0/1198, 7-8=-1307/0, 8- 9=-1307/0, 9-10=-2187/0, 10-11=-2698/0, 11-12=-2698/0, 12-13=-2698/0, 13- 14=-1851/0 BOT CHORD 25-26=-57/710, 24-25= 305/859, 23-24=-612/563, 22-23=01728, 21-22=0/728, 20- 21=0/1854, 19-20=0/2509, 18-19=0/2698, 17-18=0/2267, 16-17=0/1398 WEBS 6-23= 299/0, 2-26=-828/66, 2-25=-290/174, 5-23=-1162/0, 5-24=0/765, 4-24=-456/0, 14- 16=-1632/0, 7-23= 1897/0, 14-17=0/720, 13-17=-660/0, 13-18=0/621, 7-21=0/956, 9- 21=-908/0, 9-20=0/562, 10-20=-552/0, 10-19=0/561, 11-19=-316/0 NOTES- ( 6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) " Semi -rigid pitchbreaks with .fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 14II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mllekc-) connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and properly Incorporate this design into the overall q ®®® building design. &acing indicated is to prevent buckling of individual tRISS weL and/or chord members only. Additional temporary and permanent bracing f ViiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication• storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287074 TB0299 F10 Floor Truss 1 1 7391611012 Job Reference (optional) amiaers rusiaoume, Tampa, runt any, riuuua -oo 0-1-8 r 2-6-0 i 1-3-0 ii 2-0-11 ii 2-6-0 i 2-6-0 1.5x3 II 1.5x3 = 1.5x3 = 1 29 28 27 I D:Zl7yacff3rgf5y0bD EG6Buz0Uf6-tJ uKV Pa?5ZnZk51 kMAOX EXG_J kbW b4xaAzR iskz9l A_ 2-6-0 1-8-5 2-6-0 -H 8 tale = 1:52.0 1.5x3 II 1.5x3 II 4x6 = 3x6 FP= 1.5x3 II 1.5x3 II 2 3 4 5 6 7 8 9 10 11 12 13 1.5x3 11 1.5x3 = 4x6 = 1.Sx3 = 14 3215 26 25 24 23 22 21 20 19 18 17 16 1.5x3 11 3x8 = 3x6 FP= 4x6 = 3x6 = 4x6 = 8-10-7 31 0 30 Plate Offsets (X Y) 4'0 1 8 Edge] ]19 0-1-8 Edge] 120:0-1-8 Edge] (26'0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) 0.27 20-21 926 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) 0.43 20-21 588 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.09 16 n/a n/a BCDL 5.0 Code FBC20141FP12007 Matrix) Weight: 155 Ib FT = 20 %F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 1-8: 2x4 SP No.1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 16-22: 2x4 SP No.1(flat) 6-0-0 oc bracing: 26-27,25-26,24-25. WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 16=1079/0-7-4, 24=1847/0-5-11, 27=319/0-7-4 Max Uplift27=-38(LC 4) Max Grav16=1092(LC 7), 24=1847(LC 1), 27=447(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-543/369, 3-4=-543/369, 4-5=0/1059, 5-6=0/1059, 6-7=-1715/0, 7-8=-2751/0, 8-9= 2751/0, 9-10=-3500/0, 10-11=-3500/0, 11-12=-3500/0, 12-13= 3019/0, 13-14=-2171/0 BOT CHORD 26-27=-138/533, 25-26=-369/543, 24-25=-369/543, 23-24=0/1072, 22-23=0/2328, 21-22=0/2328, 20-21=0/3145, 19-20=0/3500, 18-19=0/3331, 17-18=0/2697, 16-17=0/1614 WEBS 2-27=-623/161, 4-24=-1160/0, 2-26=-356/15, 14-16=-1883/0, 6-24=-2114/0, 6-23=0/1060, 7-23=-1015/0, 7-21=0/702, 9-21=-660/0, 14-17=0/886, 13-17=-835/0, 13-18=0/511, 12-18=-496/0, 12-19=-132/554, 11-19=-280/17, 9-20=0/688 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 to uplift at joint 27. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a in rss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overallbuckiingIndividualtrussweband/or chord mrernbers only. Additional temporary and permanent bracing ppMiTek` building design. Bracing Indicated Is to prevent of is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ast6904ParkeEastParke Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPN Quality Criteria, DSB-89 and SCSI Building Component Tampa. 33610 Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply T11287075 TB0299 F11 Floor Truss 1 t 739768013 Job Reference (optional) DURO rs rusraource, i ampa, ream wy, rronua o.oo 0-1-8 Hi 2-6 1 J 1 2t 26 3x4 = 3x4 = 3x4 = 2 3 4 SiilbdstvPM Fcwwtv m m IpE?7zuKcfj OdBGNAz919zD:Z17yacff3rgf5y0bDJ&6. 1L40 i! 2512 1 i 1 I 0tt1{18 ScalA'= 1:50.7 3x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = 5 6 7 8 9 10 it 12 13 14 3115 25 24 23 22 21 20 19 18 17 16 3x6 = 3x4 = 3x6 FP = 3x6 = 3x4 = 3x4 = 3x4 = 3x4 = 30 0of 29 6-10-7 17-4-12 29-10-8 6_70_7 10-6-4 12-5-12 Plate Offsets (X Y) (2 0 1 8 Edge) j3:0-1-8 Edge) 117 0-1-5 Edgej 118 0-1-8 Edge) (21 0-1-8 Edgej (22 0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.14 16-17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(TL) -027 16-17 >556 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight: 152lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-7-4 except (jt=length) 23=0-5-11, 19=0-5-11. Ib) - Max Grav All reactions 250 lb or less at joint(s) except 16=652(LC 13), 23=992(LC 15), 19=1324(LC 11), 26=345(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/12, 3-4=0/334, 4-5=0/334, 5-6=-871/0, 6-7=-871/0, 7-8=-871/0, 8-9=0/521, 9-10=0/521, 10-11=0/521, 11-12= 1249/0, 12-13=-1249/0, 13-14=-1249/0 BOT CHORD 25-26=-12/364, 24-25=-12/364, 23-24=-12/364, 22-23=0/637, 21-22=0/871, 20-21=-26/674, 19-20=-26/674, 18-19=0/764, 17-18=0/1249, 16-17=0/879 WEBS 4-23=-281/0, 10-19=-282/0, 2-26=-422/14, 3-23=-623/0, 5-23=-827/0, 8-19=-870/0, 8-21=0/405, 5-22=0/348, 7-21=-258/0, 11-19=-1116/0, 11-18=0/668, 12-18=-288/0, 14-16=-1026/0, 14-17=0/432 NOTES- (6) 1) Unbalanced floor live loads have been considered 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) "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 design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before (ISO, the building designer must verify the applicability of design parameters and properly Incorporate this design into the over building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addilional Temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage., delivery, erection and tracing of trusses and truss systems, sec-ANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287076 T80299 F12 Floor Truss 1 1 739768014 Job Reference (optional) Builders FirS1SOUTce, Tampa, Plant City, Florida 33566 1 1 .5x3 11 7.640 5 Apr 19 2016 MI I eK Industries, Inc. Mon Jun Ub 16 LL:L4 LU1 I Fage 1 ID:Zl7yacff3rgf5yObDEG6Buz0Uf6-LW SiilbdstvPMFcwwtvmmlpBz72VKezjOdBGNAz919z 2 3x4 = 3 1.5x3 11 Scale = 1:10.0 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.00 5 "" 360 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) 0.05 4-5 >929 240 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 5=523/Mechanical, 4=665/0-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-258/0 BOT CHORD 4-5=0/563 WEBS 2-5=-684/0, 2-4= 684/0 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20 % F, 11 % E Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (5) 1) Refer to girder(s) for truss to truss connections. 2) Girder carries tie-in span(s): 11-4-0 from 0-9-0 to 3-10-8 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-6=-100, 3-6=-353 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MlleklP) connectors. This design is based only upon parameters shown, and Is for an Individual building component, not @7 a truss system. Before use, the building designer muss verify the applicability of design parameters 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of fusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationovallablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Qty Ply T11287077 TB0299 F13 Floor Truss 1 1 7397611015 Job Reference (optional) 1 1.5x3 II 5 ID:Zl7yacff3rgf5yObDEG6Buz0Uf6-piO4v5bFdA1 GzPB6UbQ?JyLM6XPS34KtdHwpwcz919y 2 3x4 = 6 3 1.Sx3 11 Scale = 1:10.0 3x4 = 3x4 = 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.00 5 .... 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.05 4-5 >962 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 22lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puffins, except BOT CHORD 2x4 SP No. 1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=648/Mechanical, 5=863/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-342/0 BOT CHORD 4-5=0/753 WEBS 2-4= 904/0, 2-5=-904/0 NOTES- (5) 1) Refer to girder(s) for truss to truss connections. 2) Girder carries tie-in span(s): 14-10-0 from 0-0-0 to 3-2-0 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-6=-449, 3-6=-100 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valld for use only with MIlek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - "-- a purrs system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall tl building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallable trom Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287078 T80299 F14 Floor Truss 1 1 739768016 Job Reference (optional) t5umers t-usrz ource, i ampa, ream wy, I D:Zl7yacff3rgf5yObD EG6Buz0Uf6-piO4v5bFdA1 GzPB6UbQ?JyLSoXJJ31 ItdHwpwcz919y 0-1-8 H i 2-6-0 1-3-0 _ — 1— IScale = 1:26.2 L.5x3 11 1.5x3 = 1.5x3 = 1 18 17 2 1 .5x3 1.50 3 4 5 6 12 Plate Offsets (X Y)-- 9 0-3-0 Edge) 113 0-1-8 Edge) 114 0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) 0.09 14-15 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) 0.12 14-15 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 9=787/0-3-8, 16=787/0-7-4 4x6 II 7 8 9 4x6 = 1.5x3 II 2 PLATES GRIP MT20 244/190 Weight: 81 lb FT = 20%F, 11 %E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1416/0, 3-4=-1812/0, 4-5=-1812/0, 5-6=-1812/0, 6-7=-1409/0, 7-8=-589/0, 8-9=-596/0 BOT CHORD 15-16=0/1 1 12,14-15=0/1687, 13-14=0/1812, 12-13=0/1688, 11-12=0/1110 WEBS 2-16= 1298/0, 9-11=0/888, 7-11=-827/0, 7-12=0/476, 6-12=-442/0, 2-15=0/482, 3-15= 431/0, 3-14=-41/383, 6-13=-43/386 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10703/2015 BEFORE USE. Design valid for use only with MilekO connectors. this design is based only upon parameters shown. and Is for an Individual building component, not a Intss system. Before use, the building designer must verify the applicability of design Ivrameiers and properly incorporate this design into the overall building design. &acing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPi l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information ovdlable trom Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type city Ply T11287079 TB0299 F15 Floor Truss 7 1 739768017 Job Reference o bonal butwers resfaou—, , ampa, ram guy, rrouue o0000 0-1-8 H1 260 130 I D:Zl7yacff3rgf5yObD EG6BuzOUf6-I uaT7RcuOU97bZmJ 1 IxE rAuZOxbcoPCOsxgMS3z919x 2-6-0 ii 1-9-4 li 2-6-0 0-8 Scale = 1:32.5 1.5x3 II 1.5x3 = 3x8 = 1.5x3 1.5x3 = 4x6 = 3x6 FP = 1.5x3 11 1.5x3 11 3x4 = 4x6 = 5x6 = 1.5x3 = 1 2 3 4 5 6 7 8 9 10 i 21 20 0 19 R g T 17 16 15 14 13 12 3x6 = 4x6 = 3x6 = 3x4 = 3x8 MT20HS FP = 5x6 = 4x6 = 3x4 = 18-9-4 18-9-4 Plate Offsets (X Y)-- 111 Edqe 0-1-8j 115 0-1-8 Edqe) 116:0-1-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.34 14-15 >656 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.51 14-15 >432 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.07 11 n/a n7a BCDL 5.0 Code FBC2014fTP12007 Matrix) Weight: 100lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP M 31(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except 1-3: 2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SP M 31(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 11-13: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=1151/0-7-4, 11=1521/0-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2301/0, 3-4=-2301/0, 4-5=-3769/0, 5-6=-3769/0, 6-7=-3769/0, 7-8=-3620/0, 8-9=-2325/0 BOT CHORD 17-18=0/1709, 16-17=0/2884, 15-16=0/3769, 14-15=0/3851, 13-14=0/3329, 12-13=0/3329, 11-12=0/1314 WEBS 2-18= 1994/0, 2-17=0/940, 4-17= 926/0, 4-16=0/1202, 5-16=-397/0, 9-11 1 971/0, 9-12=0/1606, 8-12=-1594/0, 8-14=0/463, 7-14=-366/0, 7-15=-445/477 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 3-1 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 648 lb down at 14-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component 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 (Ib) Vert: 8=-648(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only wlih MiTekJ conneclors. This design is based only upon parameters shown, and Is for an Individual building component. not a bass system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Bet building design. Bracing indicated Is to prevent truckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M(Tek• Is. always required tot statAlly and to prevent collapse with possible personal injury and property damage.. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287080 TB0299 F16 Floor Truss 1 1 739768018 Job Reference (optional) ouiue .ai uPa, r, ., uy, r, . oa 12 1 0-1-8 H 2-6-0 1.5x3 I 1.5x3 = 1.5x3 = 3x4 = 1.5x3 1 2 3 I D:Zl7yacff3rgf5y0bD EG6Buz0Uf6-I uaT7RcuO U97bZmJ 1 Ix ErAubcxi4oXl0sxgMS3z919x i 1-3-0 Scale = 1:18.2 1.5x3 3x4 = 1.5x3 I 4 5 6 I 14 t !! 3x4 = 9d _ B 3x4 = Plate Offsets (X Y)-- 18 0-1-8 Edge] 19 0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) Weft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) 0.08 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(TL) 0.11 9-10 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 10=568/0-7-4, 7=568/0-3-15 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-922/0, 3-4=-922/0, 4-5=-922/0 BOT CHORD 9-10=0/736, 8-9=0/922, 7-8=0/736 WEBS 2-10= 859/0, 5-7=-859/0, 5-8=0/410, 4-8=-252/0, 2-9=0/410, 3-9=-252/0 3x4 = PLATES GRIP MT20 244/190 0 T Weight: 55 lb FT = 20%F, 11 % E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD 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 X) 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." WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MflekM)connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - a irrrss system. Before use, The building designer must verity the applicability of design parameters 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 pennanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, seeANSi/TPI ] Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city P ly T11287081 TB0299 F17 FLOOR TRUSS 10 1 Job Reference o tional tsunaers rrrsiaource, iamPa. rams y,'vo o .. 0-1-8 260 730 1.5x3 1.5x3 = 1.5x3 = 1 2 8-4-12 1 D:Zl7yacff3rgf5yObD EG6BuzOUf6-m58rKnd W BoH_Dj LVbOST ON Rn EL?zXyPA4bPw_Vz919w 1-7-12 1.5x3 II 1.5x3 II 3 4 5 2-6-0 0 1 8 Scale=)7 25.7 1.5x3 1 .5x3 = 6 7 8 4-10-12 Plate Offsets (XY)-- 11 0-1-5 Edgej (12 0-1-8 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.10 10-11 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) 0.15 10-11 999 240 BCLL 0.0 Rep Stress Incr YES W B 0.38 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 14=802/0-7-4, 9=796/0-3-8 3x6 = PLATES GRIP MT20 244/190 17 Weight: 81 lb FT = 20%F, 11 %E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 1452/0, 3-4=-1878/0, 4-5=-1878/0, 5-6=-1878/0, 6-7=-1468/0 BOT CHORD 13-14=0/1 137,12-13=0/1736, 11-12=0/1878, 10-11=0/1746, 9-10=0/1158 WEBS 2-14= 1327/0, 7-9=-1338/0, 7-10=0/492, 6-10=-441/0, 2-13=0/500, 3-13=-451/0, 3-12=-26/417, 6-11=-37/407 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 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." WARNING - Ved1y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1I1-7473 rev. 1070372015 BEFORE USE. _ Design valid for use only with Mllekn connectors. [his design Is based only upon parameters shown, and is for an Individual Wilding component, not - a inrsx system. Before use, the building designer muss verify the applicabdity of design parameters and properly Incorporate this design Into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent braoklg WOW is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287082 TB0299 HRO1 Diagonal Hip Girder 1 1 739768019 Job Reference (optional) Mc EAnn Un nS 1 t:2'2:'27 n17 Pana t Builders FirstSource, Tampa, Flan Gny, t-lontla 6;3bbb - 3 ^r - •^ • •••---••• - - - --- -- ---- -- I D:ZI7yacff3rgf5yObD EG6BuzO Uf6-m58rKnd W 8oH_DjLVbOSTON RILLydX? uA4bPw_Vz919w 7-1-5 9-9-5 1-5 0 7.1-5 2-8-0 Scale = 1:21 .0 2x4 11 4 1 2.83 12 2x4 3x6 = LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0,15 5-8 771 240 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(TL) 0.48 5-8 243 180 BCLL 0.0 Rep Stress Incr NO W B 0.16 Horc(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=434/0-10-15, 5=592/Mechanical Max Horz 2=137(LC 4) Max Uplift2=-139(LC 4), 5=-190(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-653/205 BOT CHORD 2-5=-286/612 WEBS 3-5=-662/357 3x6 = PLATES GRIP MT20 244/190 Weight: 39lb FT=20% Structural wood sheathing directly applied or 5-3-13 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 139 lb uplift at joint 2 and 190 lb uplift at joint 5. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:.1-2=-60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-4=-147(F=-43, B=-43), 6=0(F=10, B=10)-to-5=-49(F=-14, B=-14) WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312016 BEFORE USE. _ Design valid for use only with MITek© connectors. this design is based only upon parameters shown, and is for an Individual building component, notaTrusssystem. N=fore use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Wilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, soeANSl/TPI t Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 6904 Parke East 0 Safely information available from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria VA 22314. Job Truss Truss Type Qty Ply r11ze7os3 TB0299 HR02 Diagonal Hip Girder 1 1 7391611020 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:28 2017 Page 1 ID:Zl7yacff3rgf5yObDEG6B uz0Uf6-EHiDY7e8v5 P rgswh9jzixbzxAIN SGU dJJF9T W xz919v 1-5-0 6-11-6 1-5-0 6-11-6 Scale = 1:17.9 3x4 11 2x4 = 2x4 11 0-5-5 0-5-5 6-11-6 6-6-1 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.06 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.15 2-4 >513 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 27lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=293/Mechanical, 2=264/0-11-5 Max Horz2=115(LC 4) Max Uplift4= 101(LC 8), 2= 107(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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 C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 101 lb uplift at joint 4 and 107 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) 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 (plf) Vert: 1-5=-60 Trapezoidal Loads (plf) Vert: 5=0(F=30, B=30)-to-3=-104(F=-22, B=-22), 2= 2(F=9, B=9)-to-4=-35(F=-7, B=-7) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mffek8 connectors. This design Is based only upon parameters shown, and is for an Individual building component. not - - ll a truss system. Before use, the bulldii g designer must verity The applicability of design parameters and property Incorporate this design into the overall IN building design. Bracing Indicated is to prevent truckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, se.eANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287084 T60299 HR03 DIAGONAL HIP GIRDER 4 71739 768021 ob Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 7,640 s Apr 19 2016 Mi i ek industries, Inc. Mon Ju 05 16 22:28 2017 rage I I D:ZI7yacff3rgf5yObDEG6BuzOUf6-EHiDY7e8v5Prgswh9jzixbzwBIH4GSjJJF9TWxz9I9v 1-5-0 6-2-11 9-9-5 1-5-0 6-2-11 3-6-10 2 3x6 = 2x4 11 Scale = 1:23.1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.59 BC 0.83 W B 0.19 Matrix-M) DEFL. in Vert(LL) -0.17 Vert(TL) -0.51 Horz(TL) 0.01 loc) I/detl Ud 5-8 >696 240 5-8 >228 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=427/0-5-5, 5=600/Mechanical Max Horz2=207(LC 4) Max Uplift2=-107(LC 4), 5=-228(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-540/131 BOT CHORD 2-5=-270/489 WEBS 3-5=-530/325 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 C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any Other live loads. 3) ` This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 228 Ib 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 (plf) Vert: 1-2=-60 Trapezoidal Loads (plf) Vert: 2=0(F=30, B=30)-to-4=-147(F=-43, B=-43), 6=0(F=10, B=10)-to-5=-49(F=-14, B=-14) WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010112015 BEFORE USE. _ Design valid for use only with MiTekcD connectors. This design Is loosed only upon parameters shovm, and Is for an individual lxailding cornponent, not Bullatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design inlo the overall building design. &acing indicated is to prevent tucking of individual truss web and/or chord members only. Additional tem{:xxary and permanent bracing MiTek` Is always required for stabilityand to prevent collapse with possible {:personal injury and property damage. For general guidance regarding the fabrk- allon, storage, delivery, erecfton and bracing of busses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available front Truss Plate Institute, 218 N. Lee Sireet, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Ply T11ze7oes T60299 HR05 DIAGONAL HIP GIRDER 4 1 739768022 Job Reference (optional) Builders FirstSource, Tampa, Plant Cry, Florida 33566 r.eav s Apr i a ev in mi i erc J, 05 1 .2o v 1 1 age I D:ZI7yacff3rgf5y0bDEG6BuzOUf6-EHiDY7e8v5Prgswh9jzixbz_71ULGUdJJF9TWxz919v 1-5-0 1-0-0 1-5-0 1-0-0 LOADING (pst) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 10.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr NO W B 0.00 BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) LUNIBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=175/0-5-5, 4=-11/Mechanical, 3=0/Mechanical Max Horz2=45(LC 8) Max Uplift2=-127(LC 8), 4=-11(LC 1), 3=-1 (LC 13) Max Grav2=175(LC 1), 4=21(LC 8), 3=10(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. 3x4 = 1-0-0 Scale = 1:6.4 DEFL, in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(TL) 0.00 5 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf 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 `.all by 2-0-0 wide will Pit 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 127 lb uplift at joint 2, 11 lb uplift at joint 4 and 1 lb uplift at joint 3. 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." e WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekOO connectors. This design is based only upon parameters shown, and is for an individual txtllding component. not a truss system. Before use, the building designer must verify the applicability of design paramelers and propeiiy 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 MiTeW is always required for stability and to prevent collapse with possible personal inluiy and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systerns, seeANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Pty T11287066 TB0299 JO1 JACK -OPEN TRUSS 2 1 76 ence o tional 29 2017 P 1 Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun OS 16.22. age ID:Zl7yacff3rgf5yObDEG6BuzOUf6-iTFblTfmgPXiSOVujQVxToW Di8go?xtSYuuO3Oz9l9u 1-0-0 1-10-1b 1-0-0 1-10-15 r; 0 2x4 = Scale = 1:7.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vett(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 8lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=36/Mechanical, 2=156/0-8-0, 4=18/Mechanical Max Horz 2=46(LC 8) Max Uplift3=-27(LC 12), 2= 89(LC 8) Max Grav3=36(LC 1), 2=156(LC 1), 4=37(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 2,7 lb uplift at joint 3 and 89 Ito 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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII-7473 rev, 10/03/2015 BEFORE USE. design is based upon shown, and is for an Individual building component notDesignvalidforuseonlywithMITekh) connectors. This only parameters a inrss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overallbucklingindividualbussweband/or chord memi:>ers only. Additional temporary and permanent bracing MiTek* building design. Bracing indicated is to prevent of IS always required tot stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrtcation, storage, delivery, erecflon and bracing of trusses and buss systems, seeANSI/TPI1 Quality Criteria, DSO-89 and BCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Job Truss Truss Type Oty Ply T11287087 TB0299 J02 JACK -OPEN TRUSS 2 1 739768024 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 1.640 a Apr 19 2u16 MI I ek industries, Inc. Mon Jun v5 1622:29 20i / rage I I D: Zl7yacff3rgf5yObD EG6BuzOU f6-iT FblTfm g P X iSOV ujaVxTo W CzBpF?xtSYuuO3Oz919u 1-0-0 2-10-15 _ 1-0-0 2-10-15 2x4 = 2-10-15 Scale = 1:9.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Iner YES W B 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=54/Mechanical, 2=202/0-8-0, 4=25/Mechanical Max Horz 2=59(LC 8) Max Uplift3= 40(LC 12), 2=-109(LC 8) Max Grav3=54(LC 1), 2=202(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 40 lb uplift at joint 3 and 109 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 - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFOREUSE. _ s_ Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual Wilding component, not a truss systern. Before use, The building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent LAickling of individual buss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible per Injury and property darnage. For general gutdarice regarding the fabiIcation, storage, delivery, erec Ten and bracing of trusses and buss systems, seeANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287088 TB0299 J03 JACK -OPEN TRUSS 2 1 739768025 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 S Apr 19 2016 MI I ek InCIUSITIeS, Inc. Mon Jun UD I b:ZZ:3U Z01 r rage 1 I D:Zl7yacff3rgf5yObD EG6Buzd Uf6-AgpzzpfORjfZ4A34G80A003J PY6hkO7cnYeabgz919t 1-0-0 4-10-15 1-0-0 4-10-15 2x4 - 15 Scale = 1:12.7 mv 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 2-4 >869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 CodeFBC2014ffP12007 Matrix) Weight: 17lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=124/Mechanical, 2=272/0-8-0, 4=45/Mechanical Max Horz 2=87(LC 8) Max Uplift3= 82(LC 12), 2=-117(LC 8) Max Grav3=124(LC 1), 2=272(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 82 lb uplift at joint 3 and 117 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek© conneclors. This design is based only upon pararrrelers shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into if overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T71287089 TBO299 J04 JACK -OPEN TRUSS 4 1 739768026 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 7-0-0 3x4 = 7.640 s Apr 19 2W 6 Mi I eK Industries, Inc. Mon dun 05 16:22:30 2017 rage 1 I D: Zl7yacff3rgf5yObD EG6BuzOUf6-Agpzzpf ORjfZ4A34GB0AO03FcY2skO7cnYeabgzg l gt LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.09 2-4 837 240 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 0.25 2-4 321 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=177/Mechanical, 2=352/0-8-0, 4=79/Mechanical Max Horz 2=116(LC 8) Max Uplift3=-104(LC 12), 2=-130(LC 8) Max Grav3=177(LC 1), 2=352(LC 1), 4=123(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4'=1' PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20% 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=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 130 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 - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. v Design valid for use only with MITek0 conneclors. this design Is based only upon paramelers shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall truss members only. Additional Temporary and permanent bracing MiTe k• building design. &acing indicated Is to prevent buckling of individual web and/or chord Is always required for statAlity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610 Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T11267oso TB0299 J05 JACK -OPEN TRUSS 2 1 739766027 Job Reference (optional) Builders FIrs1SOUTCe, Tampa, Plant City, Florida 33566 I.6411 s Apr 19 LU1ti MI I eK inausmes, Inc. Mon uun ua t o:zcsu zU 17 rage i I D:Zl7yacff3rgf5yObDEG6BuzOUf6-AgpzzpfO RjfZ4A34G8OA003OxY97kO7cnYeabgz919t 1-0-0 10-10-15 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 10.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014lTP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-6/Mechanical, 2=137/0-6-15 Max Horz3=35(LC 12) Max Uplift3=-6(LC 1), 2=-70(LC 12) Max Grav3=35(LC 8), 2=137(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2x4 = 0-10-15 Scale = 1:6.9 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.00 4 >999 240 MT20 244/190 Vert(TL) -0.00 4 >999 180 Horz(TL) -0.00 2 n/a rda 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.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 6 lb uplift at joint 3 and 70 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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev, 1010312015 BEFORE USE. Design valid for use only with MITe.kJ connectors. this design is based only upon parameters shown, and is for an Individual building comr.anent, not--- a truss system. Before use, the building designer must verify the applicability of design parameters and propeily Incorporate this design into the overall individual truss web and/or chord members only. Additional temporary and permanent bracing q iii MiTek" building design. Bracing indicated is to prevent buckling of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply T11287091 TBO299 J06 JACK -OPEN TRUSS 2 1 739768028 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 /.640 s Apr 1 a 2uib Mi i eK inausines, inc. Mon dun uo 16:22:3 1 20 i r rage i I D:Zl7yacff3rgf5yObD EG6BuzOUf6-esNMAggOCOnQhKeGgrX PYDbXZyUjTrN I?CN77Gzg 19s 1-0-0 2-10-15 1-0-0 2-10-15 Scale: 1'=l' 2x4 = 0-4-0 2-6-15 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014lTP12007 Matrix) Weight: 11lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=54/Mechanical, 2=202/0-8-0, 4=25/Mechanical Max Horz2=76(LC 12) Max Uplift3=-49(LC 12), 2=-52(LC 12) Max Grav3=54(LC 1), 2=202(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 49 lb uplift at joint 3 and 52 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 - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component not a IRW system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see.ANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287092 TB0299 J07 JACK -OPEN TRUSS 2 7 739168029 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc, Mon Jun 05 16:22:31 2017 Page 1 I D:Zl7yacff3rgf5yObDEG6BuzOU f6-esN MA9gOCOnQhKeGgrXPYDbTfyR IT rN 17CN77Gz919s 1-0-0 5-0-0 Scale = 1:17.3 2x4 = 0-4-0 0-4 0 5-0-0 4-8-0 Ji LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 2-4 >820 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 18 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. '(lb/size) 3=127/Mechanical, 2=276/0-8-0, 4=46/Mechanical Max Horz2=119(LC 12) Max Uplift3= 99(LC 12), 2= 58(LC 12) Max Grav3=127(LC 1), 2=276(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl-, GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 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." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekG connectors. This design Is based only upon parameters shown, and is for an individual building component, not - a tmss system. Before use, the building designer must verify the clpplicabtlity of design parameters and properly it this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Addiltonal temporary and permanent bracing MiTe k" Is always required for stability, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and truss systems, seeANSI/TPI ] Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T60299 J08 JACK -OPEN TRUSS 8 17391768030 T11211703 Reference 1,.n.l Builders FirstSource, Tampa, Plant Cry, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:32 2017 Page 1 I D: Zl7yacff3rgf5yObD EG6BuzOUf6-62xkN UhezKv HJ U DSOZ2e5RBktMrxC Idv Es7hfjz919r 1-0-0 0-10-1 1-0-0 0-10-1 2x4 = 10-15 Scale = 1:6.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-1 1 /Mechanical, 2=134/0-4-0, 4=9/Mechanical Max Horz2=35(LC 12) Max Uplift3=-11(LC 1), 2= 48(LC 12) Max Grav3=15(LC 8), 2=134(LC 1), 4=17(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 11 lb uplift at joint 3 and 48 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 - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 1010312016 BEFORE USE. _ Design valid for use only vdth MITek© connectors. This design Is based only upon parameters shown, and is for an Indlvidual building component, not a truss syslem. Before use, the building designer must verify the applicability of design parameters 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 WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instilute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type city Ply T11287094 TB0299 J09 JACK -OPEN TRUSS 8 1 739768031 Job Reference (optional) Builders FirslSource, Tampa, Plant Cily. Florida 33566 7.640 s Apr 19 2016 Mi ek Industries, Inc. Mon Jun 05 16:22:32 tut 7 rage 1 I D:Zl7yacff3rgf5yObD E G6Buz0Uf6-62x kN UhezKvHJ U DSOZ2e5RBkTMgoC Idv Es7hfjz919r 1-0-0 2-10-15 1-0-0 2-10-15 Scale: V=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014fTP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=65/Mechanical, 2=193/0-4-0, 4=27/Mechanical Max Horz2=76(LC 12) Max Uplift3=-53(LC 12), 2=-48(LC 12) Max Grav3=65(LC 1), 2=193(LC 1), 4=54(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 11 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 53 lb uplift at joint 3 and 48 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- Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate thh design into the overall individual buss chord members only. Additional temporary and permanent bracing MiTekbulldingdesign. Bracing indicated is to prevent buckling of web and/or is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DS8-89 and BCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlaleInstitute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Job Truss Truss Type Qty Ply T11287095 TB0299 J10 JACK -OPEN TRUSS 8 1 739768032 eo tionalobReferenceJf..... Builders FirstSource, Tampa, Plant Cry, Florida 33566 1- 0-0 of o2x4 = 4- 10-15 1, 640 s Apr 19 2UIb ml I ek rnausines, Inc. mon Jun — 1 oZz zll t rage i I D:Zl7yacff3rgf5yObD EG6Buz0Uf6-aFV6bq iH ke 18xeofyGZteehowm73xlt2T W s EC9z919q Scale = 1:17.1 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC O.27 Vert(TL) -0.07 2-4 >780 180 BCLL 0.0 Rep Stress Incr YES W B 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 17lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=132/Mechanical, 2=266/0-4-0, 4=47/Mechanical Max Horz2=117(LC 12) Max Uplift3=-1OO(LC 12), 2= 55(LC 12) Max Grav3=132(LC 1), 2=266(LC 1), 4=94(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 100 lb uplift at joint 3 and 55 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 - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/0"015 BEFORE USE. _ Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, nor a truss system. Before use, the building designer must verify the applicabtiity of design parameters and properly incorporate this design into the overall a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional lei porary and permanent bracing Mffek' is always required for stability and to prevent collapse with possible personal injury and property darnage. for general guidance regarding the fabrication, storage, dellvery, erection and bracing of musses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T71287096 TBO299 J11 JACK -OPEN TRUSS 10 1 7397611033 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 1 7-0-0 3x6 = 7-0-0 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:33 2017 Page 1 ID:Zl7yacff3rgf5yObD EG66uzOUf6-a FV6bgiH ke 18xeofyGZteehllm3_xit2TW s EC9z919q Scale = 1:22.2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(ILL) 0.12 2-4 >660 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.28 2-4 >291 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014(f-P12007 Matrix) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=1 81 /Mechanical, 2=347/0-4-0, 4=83/Mechanical Max Horz2=161(LC 12) Max Uplift3= 124(LC 12), 2=-65(LC 12) Max Grav3=181(LC 1), 2=347(LC 1), 4=127(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & 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 124 lb uplift at joint 3 and 65 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 - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Skillill_ Design valid for use only with MITebD connectors. This design is based only upon parameters shown, and is for an Individual Wilding component, not - a truss system. Before use.. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall OOOAN building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible Personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUTPI i Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T71267097 TB0299 J12 Jack -Open Truss 1 1 73/766034 Job Reference (optional) Builders FirsiSource, Tampa, Plant City. Florida 33566 7.640 s Apr 19 2u16 Mil ex in0ustnes, inc. noon dun w 16:22:34 201 r rage i I D:Zl7yacff3rgf5yObD EG6BuzOUf6-3R3UoAiv Vx9?YnNrV_46As D2t9OQg6XChAcn kbz919p 4-1-7 7-0-0 4-1-7 2-10-9 Scale = 1:22.4 3x4 - 3x6 n 3x4 = 4-1-7 7-0-0 4-1-7 2-10-9 Plate Offsets (X Y)-- 5 0-4-4 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.02 1-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.05 1-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-14 oc puffins. 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=1138/0-8-0, 4=1008/Mechanical Max Horz 1=140(LC 8) Max Upliftl=-224(LC 8), 4=-269(LC 8) Max Grav 1 =1 203(LC 15), 4=1065(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1297/214 BOT CHORD 1-5= 283/1131, 5-6=-283/1131, 4-6=-283/1131 WEBS 2-5= 190/1212, 2-4— 1405/351 NOTES- (9) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h-25ft; Cat. 11, Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 224 lb uplift at joint 1 and 269 lb uplift at joint 4. 6) Girder carries tie-in span(s): 15-8-0 from 0-4-0 to 6-4-0 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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=-60, 1-6=-291(F=-271), 4-6=-20 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeK. connectors. This design is based only upon parameters shown, and Is for an Individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters 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 MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Pry T11287098 TB0299 J20 JACK -OPEN TRUSS 20 1 FJ.b ference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MI I ek Industries, Inc. Mon Jun UJ 1 ri:22.66 2017 rage 1 I D:Zl7yacff3rgf5yObD EG6BuzOUf6-XddsOW jXG FHsAxyl3hbLj3m F7Zt7 PfM Lwq LLG 1 z9190 1-0-0 0-8-12 1-0-0 0-8-12 2x4 = Scale = 1:6.4 0-8-12 0-8-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Weft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) 0.00 2 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Verl(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 4lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 2=136/0-4-0, 4=-19/Mechanical Max Horz2=43(LC 9) Max Uplift2=-87(LC 9), 4=-19(LC 1) Max Grav2=136(LC 1), 4=24(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-8-12 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.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 87 lb uplift at joint 2 and 19 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. I0103VO15 BEFORE USE. Design valid for use only with Milek(-, connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before Me. the building designer must verify the applicability of design parameters 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tRisses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314, Tampa. FL 33610 Job Truss Truss Type Qty Ply T11287099 TB0299 J21 Jack -Open Truss 1 1 739768036 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 L64U 5 Apr 19 2U76 Mr I eK Inauslnes, Inc. Mon Jun Ub 1 b:zz:6b 2ui / rage i I D:Zl7yacff3rgf5yObDEG6Buz0Uf6-XddsOWjXGFHsAxyl3hbLj3m DTZgjPYVLwgLLG1 z9l90 4-1-7 7-0-0- — 4-1-7 2-10-9 Scale = 1:22.4 3x4 = axb I 3x6 = 4-1-7 7-0-0 4-1-7 2-10-9 Plate Offsets (X Y)-- 15:0-4-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.02 4-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.01 4 Ida n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=845/0-4-0, 4=1326/Mechanical Max Horz 1=140(LC 8) Max Upliftl=-187(LC 8), 4=-385(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1442/306 BOT CHORD 1-6=-363/1236, 6-7=-363/1236, 5-7=-363/1236, 5-8=-363/1236, 4-8=-363/1236 WEBS 2-5=-291/1323, 2-4=-1535/451 Structural wood sheathing directly applied or 4-8-11 oc pudins. 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=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 187 lb uplift at joint 1 and 385 lb uplift at joint 4. 6) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 to down and 29 lb up at 1-0-0, and 191 lb down and 50 Ito up at 3-0-0, and 1334 lb down and 352 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-111(F) 7=-191(F) 8=-1334(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a tarns system. Before use, the building designer must verify the applicability of design parameters 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 MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TPI l Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287100 T60299 R01 Haft Hip Truss 1 7 739768037 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 1- 0-0 7-0-0 5x6 = 7. 640 s Apr 19 2016 MI T ex Industries, Inc. Mon Jun 05 16.22.36 201 i Fayu 1 D: Zl7yacff3rgf5yObD EG6Buz0Uf6-?q B F Dsk91 ZPio5XEdP7aFHJ FTz028yM U9 U5uoUz919n 3- 5-8 3x4 = 3- 9-0 Scale = 1:26.3 2x4 = 3x6 = 3x8 = 7- 0-0 7- 2-8 Plate Offsets (X Y)-- 6 0-4-8 0-1-8) j7:0-3-8 0-3-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.08 2-7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) 0.36 6-7 452 180 BCLL 0-0 * Rep Stress Incr NO WB 0.66 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 63 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD 3- 5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1082/0-8-0, 6=1302/Mechanical Max Horz 2=117(LC 4) Max Uplift2=-341(LC 4), 6=-380(LC 4) Max Grav2=1082(LC 1), 6=1328(LC 18) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2487/569, 3-4=-2253/577 BOT CHORD 2-7=-574/2282, 6-7=-515/1538 WEBS 3-7=0/493, 4-7=-92/856, 4-6=-1761/630 Structural wood sheathing directly applied or 3-0-5 oc puffins, except end verticals. Rigid ceiling directly applied or 7-6-10 oc bracing. NOTES- ( 11) 1) Wind: ASCE 1-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 2 and 380 lb uplift at joint 6. 7) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 8) " Semi -rigid 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) 671 lb down and 142 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 60, 3-5=-133(F=-73), 2-7=-20, 6-7=-44(F=-24) Concentrated Loads (lb) Vert: 7=-513(F) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual Wilding component. not a I11ss system. Before LW_ the building designer must verify the applicability of design la7ramelers and properly Incorporate this design into file overall Welk' Wildingdesign. Bracing indicated Is to prevent buckling of individual floss web and/or chord members only. Actdllional teml.xxary and l rmanent brac6lg fYit elk` is always required for stability and 10 prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI t Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287101 T80299 R02 Hall Hip Truss 7 1 7397681138 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 1-0-0 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:36 2017 Page 1 I D:Zl7yacff3rgf5yObDEG6BuzOUf6-? qB FDsk91 ZPio5XEd P7aFHJ ISz5Z8u? U9 U5uoUz919n 9-o-o + 14-2-8 _ 1-9-9 5-2-8 3x4 = Scale = 1:26.4 3x4 11 10 11 5 3x4 = 2x4 11 "" 7-2-7 9-0-0 14-2-8 7-2-7 1-9-9 5-2-8 Plate Offsets (X Y)-- 4 0-2-0 0-2-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.17 2-7 >963 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 62lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. REACTIONS. (lb/size) 2=633/0-8-0, 6=545/Mechanical Max Horz2=145(LC 8) Max Uplift2=-205(LC 8), 6=-155(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1038/431, 8-9=-977/436, 3-9=-914/446 BOT CHORD 2-7=-533/922, 6-7_ 533/922 WEBS 3-7=0/317, 3-6=-928/536 NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 2 and 155 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a I0.rss system. Before use, the building designer must verify The applicability of design parameters and prope.rly incorporate this design into the overall gbuildingdesign. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stalAilty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPIT Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287102 TB0299 R03 Special Truss 1 1 2,9768039 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 a Apr 19 2016 MI I eK industries, Inc. Mon Jun uJ 1 b2Z:3/ 2M / rage 1 I D:Zl7yacff3rgf5yObD EG6BuzOUf6-TOkd RC InosXZPF6QB6epoU rTxNLbtO5eO8gSLwz919m r1-0-0 6-9-14 . 10-8-0 i6-4-0 + 20-8-0 21-q-0 25-0-0 1 30-0-0 31-0-0 1-0-0 6-9-14 3-10-2 5-8-0 4-4-0 0-4-0 4-0-0 5-0-0 11-0-0' 3x6 = 4x6 = 3x8 = 4x6 = 3x8 = 2x4 I I Scale = 1:54.4 3x4 = 10-8-0 16-4-0 21-0-0 25-0-0 29-8-0 3q-q-0 10-8-0 5-8-0 4-8 0 4-0-o 4-8-0 0-4=0 Plate Offsets (X Y)-- 2:0-2-0 0-1-8) (TO-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.18 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(TL) 0.49 13-16 >516 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc puffins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-12: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/0-8-0, 11=2642/0-8-0, 8=467/0-8-0 Max Horz 2=-97(LC 6) Max Uplift2=-177(LC 8), 11=-737(LC 9), 8=-165(LC 9) Max Grav2=812(LC 1), 11=2787(LC 15), 8=517(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1026/226, 3-4=-738/164, 4-5= 752/152, 5-6=-154/708, 6-20=-154/708, 7-20= 154/708, 7-8=-661/203 BOT CHORD 2-13=-187/845, 12-13= 49/503, 11-12=-49/504, 11-21=-111/510, 10-21 1 11/510, 8-1 0=-1 18/551 WEBS 4-13=-25/411, 7-10=-129/709, 6-11=-343/206, 7-11=-1285/404, 3-13=-333/226, 5-11— 1370/356 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=25ft Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 2, 737 lb uplift at joint 11 and 165 lb uplift at joint 8. 7) Girder carries hip end with 5-0-0 right side setback, 22-0-0 left side setback, and 5-0-0 end setback. 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) 318 lb down and 81 lb up at 25-0-0, and 1398 lb down and 358 lb up at 22-0-0 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 page 2 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev. 1010312015 BEFORE USE. e Design valid for use only with MiTek© connectors. This design is based only upon parameters shown, and is for an Individual building component, not a taus system. Before use, the building designer inust verity the applicability of design parameters and properly Incorporate this design into the overall is to txrckling individual truss web and/or chord members only. Additiorlal temporary and permanent bracing WOWbuildingdesign. B acplg indicated prevent of is always required for stability and to prevent collapse with posstbte personal injury and property damage. For general guidance regarding The 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPi l Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavailablefromTrussPlateInstitute, 218 N.Lee Street. Suite 312, Alexandria. VA 22314. Job Truss Truss Type Qty Ply Ti TB0299 R03 Special Truss 1 1 739768039 Job Reference (optional) Builders FirsiSource, Tampa, Plant Grly, Florida 33566 r p, i 7 cu i o ivi , en mu—, cam, ,,,,,. — — ayG I D:Zl7yacff3rgf5yObD EG6BuzOUf6-TOkd RCInosXZPF6QB6epoU rTxNLbtO5eO8gSLwz9i9m LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-20=-60, 7-20=-95(F=-35), 7-9=-60, 14-21=-20, 10-21=-32(F=-12), 8-10=-20 Concentrated Loads (lb) Vert: 10=-233(F) 21=-1027(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not - a trruss system. Before use, the building designer must verify the applicability of design p aramelers 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 MiTek' Is always required for stabilily and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSt/SPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287103 TB0299 R04 Common 2 1 JbReference0 o tional Builders FirstSource. Tampa, Plant City. Florida 33566 /.b4V S Apr iv Ni6 Mi eK indusiTies, Iriu. ry uun 0 22.3017 Faye ID: Zl7yacff3rgf5yObDEG6Buz0Uf6-xCl?eYIPZAgQ1 Phckp92LiOh4ngCczincoa?tMz9191 1- 0-0 6-9-13 10-8-0 14-6-3 21-4-0 1- 0-0 6-9-13 3-10-3 3-10-3 6-9-13 Scale = 1:38.3 4x6 = 01 3x6 = 5x8 = 3x6 = I2T 0 10- 8-0 21-4-0 10- 8-0 10-8-0 Plate Offsets (X Y)-- 12 0-2-0 0-1-8j j6 0-2-0 0-1-8j 17 0-4-0 0-3-01 LOADING ( psf) TCLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI: TC 0.37 DEFL. in Vert( LL) -0.16 loc) I/deft Ud 7- 10 >999 240 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0A4 7-10 >586 180 BCLL 0.0 Rep Stress Incr YES W B 024 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 91lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 6=853/0-8-0, 2=914/0-8-0 Max Horz2=99(LC 11) Max Uplift6=-177(LC 13), 2=-202(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1271/520,3-14=-1188/541,3-15=-977/439,4-15=-951/453,4-16=-951/459, 5- 16=-977/445, 5-17=-1190/551, 6-17= 1271/537 BOT CHORD 2-7=-387/1063, 6-7=-382/1064 WEBS 4-7=-250/64215-7= 336/296, 3-7=-335/295 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS ( envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconctlrrent 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 177 Ito uplift at joint 6 and 202 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekG connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before rrse, the building designer must verify the applicability of design parameters and property incorporate Iiiis design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord rnemtaers only. Additional temporary and peimanel I bracing MiTek` is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 7 Qty Ply T11287104 TB0299 R05 Common 6 73 17611041 optional) Builders FirstSource, Tampa, Plant City, Florida 33566 r.64u s Apr iv zoi6 U i eK mauscnes,' c i u uo o.«. age I D:Zl7yacff3rgf5yObD EG6BuzOUf6-POsNsum 1 KUoHfZFplXg Htvxs5AOTLQZxrSJYPpz919k 1-0-0 6-9-13 10-8-0 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 10 Scale = 1:38.4 4x6 = 3x6 = 5x8 = 3x6 = 10-8-0 10-8-0 Plate Offsets (X Y)-- 2 0-2-0 0-1-8) [60-2-0 0-1-8j [8:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL, in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.35 Vert(LL) 0.16 8-11 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(TL) 0.43 8-11 593 180 BCLL 0.0 Rep Stress Incr YES W B 0.24 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=913/0-8-0, 6=91310-8-0 Max Horz 2=-97(LC 10) Max Uplift2=- 202(LC 12), 6=-202(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-1269/519, 3-15=-1187/540, 3-16=-976/439, 4-16=-950/452, 4-17=-950/452, 5-17=- 976/439, 5-18=-1187/540, 6-18=-1269/519 BOT CHORD 2-8=-339/1062, 6-8= 362/1062 WEBS 4- 8=-242/640, 5-8= 335/295, 3-8=-335/295 PLATES GRIP MT20 244/ 190 Weight: 93 lb FT = 20% Structural wood sheathing directly applied or 4-10-1 oc puffins. Rigid ceiling directly applied or 9-7-1 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS ( envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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 202 lb uplift at joint 2 and 202 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." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE M1I-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTe0) connectors. This design is based only upon parameters shown, and is for an Individual building component, not - a truss system. Before use. the building designer must verify the applicability of design parameters 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 femlarary and I.et.marient bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and miss systems, se.eANSI/TPI I Quality Criteria, DSO.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 l 0 Job Truss Truss Type Oty Ply T11287105 TB0299 R 77 Hip Truss 1 1 739768042 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1-0-0 1-0-0 7-0-0 5x6 = 8-8-0 1-8-0 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22.39 2017 Page 1 I D:Zl7yacff3rgf5yObD EG6Buz0Uf6-POsNsum 1 KUoHfZFplXgHtvxk4A2_LPCxrSJY Ppz919k 5x6 = 7-0-0 3x4 _. 3x6 11 3x6 11 3x4 = 1-0-0 Scale = 1:29.5 7-0-0 8-8-0 1 b-8-u 7-0-0 1.8-0 7-0-0 Plate Offsets (X Y)-- 2:0-0-12 Edqe) [3:0-3-0 0-2-Oj [4:0-3-0 0-2-Oj 15 0-0-12 Edgel LOADING (psf) SPACING- 2-0-0 CSh DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 2-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,81 Vert(TL) -0.28 2-8 >663 180 BCLL 0.0 * Rep Stress Incr NO W B 0.27 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 62 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 *Except* 3-4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1281/0-4-0, 5=1281/0-4-0 Max Horz2=-66(LC 6) Max Uplift2=-357(LC 8), 5=-357(LC 9) Max Grav2=1368(LC 15), 5=1368(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2457/603, 3-4=-2060/562, 4-5=-2457/603 BOT CHORD 2-8=-465/2135, 7-8= 461/2102, 5-7=-467/2137 WEBS 3-8= 154/853, 4-7=-154/853 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc pudiIts. BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 5. 7) Girder carries hip end with 7-0-0 end setback. 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) 699 lb down and 179 lb up at 8-8-0, and 699 lb down and 179 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-4=-133(F=-73), 4-6=-60, 2-8=-20, 7-8=-44(F=-24), 5-7= 20 Continued on A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valld for use only with MiTekD connectors. this design is based only upon parameters shown, and is for an Individual building component, not a 11 LM system. Before use, the building designer must verify the apN3licabilry of design rxucnneters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing Is always required for stahllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSi/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. WOW 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T71287105 TB0299 R07 Hip Truss 1 1 7,39768042 Job Reference o tional Builders FirsiSource, Tampa, Mani fitly, Honda 33666 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8— 513(F) 7— 513(F) ID:Zl7yacff3rgf5yObD EG6Buz0Uf6-POsNsum 1 KU oHfZFplXgHtvxk4A2_LPCxrSJY Ppzg lgk WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. s Design valid for use only with Mifek© connectors. This design is based only upon parameters shown, and Is for an Individual bi.iiiding component, not a miss system. Before use, the building designer must vedfy the applicability of design parameters and properly incorporate this design into the overall s ii buildingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (YlTe p is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcation, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI i Quality Criteria, DSB-89 and SCSI Building Component Blvd. Tampa, 6904 Parke East East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Qty Ply T11287106 TB0299 ROS COMMON TRUSS 4 L739768043 eo tional Builders FirstSource, Tampa, Plant City, Florida 33566 T640 s Apr 19 2016 Mi I eK industries, mc. Mon dun ub 16:22:40 201 r rage i ID: Zl7yacff3rgf5yObD EG6Buz0Uf6-tbQl3Eng5nw8Gjq?sEBW Q7TvOaQJ4tO44636yFz919j 1- 0-0 7-10-0 15-8-0 1- 0-0 7-10-0 7-10-0 Scale = 1:28.7 4x6 = i 3x6 = 2x4 11 " — 7- 10-0 7- 10-0 1 a-a-U 7- 10-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.12 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.29 4-5 636 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 4 n/a n/a BCDL 10 0 Code FBC2014fTP12007 Matrix) Weight: 57 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 4=615/Mechanical, 2=690/0-4-0 Max Horz2=76(LC 12) Max Uplift4=-125(LC 13), 2=-155(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-895/334, 6-7=-791/346, 3-7=-767/360, 3-8=-762/378, 8-9=-789/363, 4-9=-892/360 BOT CHORD 2-5=-202/703, 4-5=-202/703 WEBS 3-5=0/375 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MV- 1FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-0, Exterior(2) 7-10-0 to 10-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 4 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." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. e Design valid for use only with MiTek0 connectors. This design Is based only upon parameters shown, and is for an Individual building component, not - - a truss system. Before use, the building designer must verify the applicability of design parametersp andproperlyincorporate this design into the overcall q building design. Bracing indicated is io prevent buckling of Individual truss wem b and/or chord members only. Additional temporary and permanent bracing Mi iT ek' Isalways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see-ANSi/711 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287107 T80299 R09 Hip Truss 1 1 739768044 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:41 2017 Page 1 I D:Zl7yacff3rgf5yObDEG6Buz0Uf6-Ln_8GZolr52?usPBQyilyK05p_19p8kDlmofUhz919i rt-0 0 1 3-11-4 7-0-0 12-4-9 17-7-7 23-0-0 26-0-12 30-0-0 31-0-0, 10-0 3-it-4 3-0-12 5-4-9 5-4-9 3-0-12 3-11-4 1-0-0 finny 3x8 = 6x8 = Sx8 = 20 2x4 II 8x10 = 15 14 .- -- 12 11 5x8 = 602 MT20HS = 6x8 = 2x4 12-4-9 17-7-7 5-4-9 5-2-13 Scale = 1 :53.5 17 6 3x4 = Sx8 = 30-0-0 7-0-0 Plate Offsets (X Y)-- f2:0-9-8 0-1-91 j4:0-4-0 0-1-151 j7:0-4-0 0-4-41 [9 0-1-11 Edge], 112:0-1-8 0-3-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Veri(LL) 0.29 12-14 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.75 12-14 478 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(TL) 0.15 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 188 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2163/0-4-0, 9=268710-8-0 Max Horz2=66(LC 7) Max Uplift2=-388(LC 5), 9=-461(LC 4) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 1 Row at midpt 5-15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4339/831, 3-4= 4154/793, 4-5=-3763/740, 5-20= 6735/1265, 6-20=-6735/1265, 6-7=-6740/1267, 7-8=-5342/951, 8-9= 5510/987 BOT CHORD 2-15— 744/3855, 14-15= 112915981, 13-14=-1129/5981, 13-21= 1129/5981, 12-21= 112915981, 11-12=-758/4793, 9-11=-831/4899 WEBS 4- 15=-242/1621, 5-15=-2708/606, 5-14=-69/572, 5-12=-120/955, 6-12=-747/294, 7-12-- 538/2373, 7-11=-44/741 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=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS ( envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 388 lb uplift at joint 2 and 461 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) 513 lb down and 135 lb up at 23-0- 0, and 1102 lb down and 291 lb up at 15-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTek6 connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly it icorporate. this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temlyorary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and muss systems, see.ANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek` 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Qty Pry T11287107 TB0299 R09 Hip Truss 1 1 739768044 Job Reference (optional) Builders FirstSource. Tampa, Plant City, Florida 33566 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-4=-60, 4-20=-60, 7-20= 133(F=-73), 7-10=-60, 2-21=-20, 11-21=-45(F=-25), 9-11=-20 Concentrated Loads (Ib) Vert: 11=-513(F) 21= 1102(F) b40 5 Apr l9 Luib MI I eK Inausirles, Inc. Mon Jun V ib zz - LV I i rage G I D:ZI7yacff3rgf5yObDEG68uz0Uf6-Ln_8GZolr52?usPBQyilyK05p_19p8kDlmofUhz919i e WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MilekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not CI truss system. Before use, the building designer must verify the applicability of design parameters and propel ly 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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabricatkxl, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Pry T 11287108 TB0299 R10 HIP TRUSS 2 1 739768045 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:41 2017 Page 1 I D:Zl7yacff3rgf5yObD EG6BuzOUf6-Ln_8GZol r52?us PBQyilyKOAz_I EpErD I m of Uhz919i i1-0-0, 6-6-6 9-0-0 15-0-0 21-0-0 23-5-10 30-0-0 r31-o-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, M it 0 3x6 4x6 = 3x8 = 4x6 = 22 0 23 6 13 12 1U 3x8 = 2x4 11 3x4 = 3x8 = Scale = 1:53.5 3x6 = ro 1a0 9-0-0 15-0 21-0-0 30-0-0 _ 9-0-0 6-0-00- 6-0-0 9-0-0 Plate Offsets (X Y)-- 2:0-2-8 0-1-8j [8:0-2-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.12 10-19 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.35 10-19 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.51 Horz(TL) 0.11 8 n/a rVa BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight: 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-4-0, 8=1260/0-4-0 Max Horz 2= 83(LC 10) Max Uplift2=-226(LC 12), 8=-226(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2046/907, 20-21=-1960/917, 3-21=-1932/927, 3-4=-1832/875, 4-22=-1616/816, 5-22=-1616/816, 5-23=-1616/816, 6-23=-1616/816, 6-7=-1832/875, 7-24=-1932/927, 24-25=-1960/917, 8-25=-2046/907 BOT CHORD 2-13=-700/1753, 12-13=-695/1944, 11-12=-695/1944, 10-11=-695/1944, 8-10— 712/1753 WEBS 3-13=-246/273, 4-13=-235/596, 5-13= 496/235, 5-10=-496/235, 6-10=-235/596, 7-10=-246/273 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25-2-15, Interior(1) 25-2-15 to 31-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf 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 226 lb uplift at joint 2 and 226 lb uplift at joint 8. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrek(,5) connectors. This design is based only upon parameters shovin. and is for an Individual building component. not - a truss system. Before use., the building designer must verify the applicability of design parameters and propeiiy incorporate this design into the overall building design. Bracing indicated is to prevent I:xtckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and muss systems. seeANSI/TPl l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287109 TB0299 R 1 1 HIP TRUSS 2 1 739768046 Job Reference (optional) Builders FirslSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:42 2017 Page 1 I D:Zl7yacff3rgf5yObD EG6B uzOUf6-gzYW Uvpwc PAs W O_NzfD_VYZD 101 iYnZN XQYD07z919h r1-0-0 7-6-0 71-0-0 19-0-0 1 22-6-0 30-0-0 r31-0-q 1-0-0 7-6-0 3-6-0 8-0-0 3-6-0 7-6-0 1 0 3x6 10x16 MT20HS 3x4 = 10x16 MT20HS 2x4 // 2x4 \\ 5 22 6 4x6 = 3x4 = 3x6 Scale = 1:53.5 10-0-0 11-0-q 19-0-0 20-0-q 30-0-0 10-0-0 1-0-0 8-0-0 1-0-0 10-00 Plate Offsets (X Y)-- 12 0-2-9 0-1-81 (4:0-3-10 Edge) (7:0-3-10 Edge1 9:0-2-9 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.54 11-13 >672 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL)-1.1411-13 316 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.08 9 n/a rt/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-4-0, 9=1260/0-4-0 Max Horz2=98(LC 11) Max Uplift2=-243(LC 12), 9=-243(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1902/815, 20-21 =-1 784/827, 3-21= 1739/838, 3-4=-1701/817, 4-5=-15311791, 5-22= 1337/739, 6-22=-1337/739, 6-7— 1531/794, 7-8=-1701/820, 8-23=-1739/842, 23-24= 1784/831,9-24=-1902/818 BOT CHORD 2-13=-604/1596, 13-25=-426/1337, 12-25=-426/1337, 12-26=-426/1337, 11-26=-426/1337, 9-11=-619/1595 WEBS 5-13= 96/444, 6-11=-98/441 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-10-7, Exterior(2) 10-10-7 to 23-4-8, Interior(1) 23-4-8 to 31-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 last bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2 and 243 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) "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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. e Design valid for use only with MITek0 connectors. this design is based only upon parameters shown, and is for an Individual building coml:>oneni. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T11287110 TB0299 R12 HIP TRUSS 2 1 7397611047 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 7,640 s Apr i s cu i6 Mi ek muusn e, i.... ..... „u v , I 6:22: o v i , aya I D:Zl7yacff3rgf5yOb DEG6Buz0Uf6-I A6uh FpYN ilj7AZaXNID2150foMX H Dh W m4H mYaz919g i1-0-0 7-6-0 13-0-0 1 17-0-0 1 22-6-0 30-0-0 31-0-0. 1-0-0 7-6-0 5-6-0 4-0-0 5-6-0 7-6-0 1-0-0' 3x6 31,6 // 3x6 \\ 3x6 5 6 7 Scale = 1:53.5 3x6 G 3x4 = 4x6 = 3x4 = 3x6 J 10-0-0 13-0-0 17-0-0 20-0-0 3u-u-u 10-0-0 3-0-0 4-0-0 3-0-0 10.0-0 Plate Offsets (X Y) - 12.0-2-9 0-1-8j 14 0-3-0 Edge], 17:0-3-0 Edgej 19 0-2-9 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.45 11-13 >808 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL)-0.9011-13 >399 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.08 9 n/a n/a BCDL 10.0 Code FBC20141fP12007 (Matrix-M) Weight: 133lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 *Except* 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-4-0, 9=1260/0-4-0 Max Horz2=-116(LC 10) Max Uplift2=-259(LC 12), 9=-259(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1978/834, 3-20=-1878/857, 3-21 =-1 750/812, 4-21=-1615/831, 4-5= 1504/815, 5-6=-12001707, 6-7=-1504/816, 7-22— 1614/831, 8-22=-1750/812, 8-23=-1877/858, 9-23=-1977/835 BOT CHORD 2-13= 633/1679, 13-24=-343/1200, 12-24=-343/1200, 12-25=-343/1200, 11-25=-343/1200, 9-11=-645/ i 679 WEBS 8-11— 341/340, 3-13=-341/341, 5-13=-194/622, 6-11=-195/617 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mpfi (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-7, Exterior(2) 13-0-7 to 16-11-9, Interior(1) 21-2-8 to 31-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 2 and 259 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." WARNING - Verify design parameters and READ NOTES OMTHIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. s Design valid for use only with MiTek(D connectors. This design Is based only upon parameters shown. and is for an Individual building component, not a truss system. Before rise, the building designer must verify the applicability of design parameters 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 WOW Is always required for stability and to prevent collapse with possible personal inlmy and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DS8-89 and BCSI Building Component 6904 Parke East Btvd. Safety Information avallable from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T71287111 TB0299 R13 COMMON TRUSS 8 1 739768048 Job Reference (optional) Builders FlrsiSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:44 2017 Page 1 I D: Zl7yacff3rgf5yObD EG6BuzOUf6-m MfGvbgA8OQaIK8m 54GSazecj BieOe2g?kt J50z919f 1-0-0 7-6-0 15-0-0 22-6-0 30-0-0 1-0-0 7-6-0 7-6-0 7-6-0 7-6-0 0 1 3x6 = 10-0-0 6.00 F12 3x4 = 4x6 - 20-0-0 4x6 = 3x4 = Scale = 1:53.3 3x6 = Ta LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.40 8-10 897 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vett(TL) 0.73 8-10 495 180 BCLL 0.0 * Rep Stress Incr YES W B 0.36 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-M) Weight: 137lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 2-9: 2x4 SP No.t WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-4-0, 6=1260/0-4-0 Max Horz2=-133(LC 10) Max Uplift2=-271(LC 12), 6=-271(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2042l764, 3-17=-1876/787, 3-1 8=-1 8001755, 4-18= 1678/769, 4-19=-1677/769, 5-19=-1799/756, 5-20=-1875/788, 6-20=-2041/765 BOT CHORD 2-10— 557/1750, 10-21=-247/1150, 9-21=-247/1150, 9-22= 247/1150, 8-22=-247/1150, 6-8=-579/1749 WEBS 4-8=-224/717, 5-8=-435/369, 4-10=-223/722, 3-10= 435/369 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 271 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." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 10103,2015 BEFORE USE. s Design valid for use only with MITekT connectors. This design is based only upon parameters shown, and is for an Individual building component, not a Irms system. Before use, the building designer must verity the applicability of design paicn ielers and properly incorporate this design into the oveiall building design. Bracing indicated is to prevent Ixickling of individual MISS web and/or chord members only. Additional temporary and permanent bracing M!Tek" is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guldonce regarding the fabrication, storage, delivery, erection and bracing of tntsses and truss systems, seeANSUTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T60299 R16 GABLE 1 1 T11287fJ12 739768049 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 7.640 s np, 19 2016 Al1— mu„„ t— ific. -0F, w„ I D:Zl7yacff3rgf5yobDEG6BuzOUf6-mMfGvbgA80QaIK8m54GSazei 1 BiCOgog? kl J5Oz919f 1-0-0 6-9-13 10-8-0 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 1 Scale = 1:38.4 4x6 — 3x6 = 5x8 = 3x6 = 1 0 90-8-0 10-8-0 Plate Offsets (X Y) 2:0 2 0 0 1 8j (6 0-2-0 0-1-8j j8:0-4-0 0-3-Oj LOADING (psf) TOLL 20.0 SPACING- 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.40 DEFL. Vert(ILL) in 0.16 loc) 8-27 I/deft 999 Ud 240 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(TL) 0.43 8-27 593 180 BCLL 0.0 ' BCDL 10.0 Rep Stress Incr NO Code FBC2014/TP12007 WB 0.24 Matrix-M) Horz(TL) 0.04 6 n/a n/a Weight: 124lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=913/0-8-0, 6=913/0-8-0 Max Horz2=-97(LC 10) Max Uplift2=-202(LC 12), 6=-202(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-31=-1269/519, 3-31=-11871540, 3-32= 976/439, 4-32=-950/452, 4-33=-950/452, 5-33=-976/439, 5-34=-1187/540, 6-34=-1269/519 BOT CHORD 2-8=-339/1062, 6-8=-362/1062 WEBS 4-8=-242/640, 5-8=-335/295, 3-8=-335/295 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 2 and 202 lb uplift at joint 6. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 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." WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Vlfrek© connectors. This design Is based only upon parameters shown, and is for an individual building component, not a III ISS syslem. Before rise, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord mernbers only. Additional temporary and permanent brae-ing WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287113ITB0299R17SpecialTruss1173968050JOb7Refefence ( optional) Builders FirstSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:45 2017 Page 1 I D: Zl7yacff3rgf5yObD EG6BuzOUf6-EYDe6xrovKY RN Ujyfonh7AAkQb3KlyapDOmtdSz919e r1- 0-0 3-6-0 7-0-0 13-10-0 20-8-0 21-10-0 25-3-5 30-0-0 31-0-Q 1 0-03-6-0 6-10-0 6-10-0 1-2-0 3-5-5 4-8-11 '1-0-0' 5x6 = 3x4 = 14 -" 13 5x8 = 6x8 = 7x10 =. 6x8 = 4x6 6x8 = 7 6x8 = Scale = 1:54.4 4X6 = 7- 0-0 13-10-0 20-8-0 21-10-Q 30-0-0 17- 0-0 6-10-0 6-10-0 1-2-0 8-2-0 Plate Offsets (X Y) f2'0-1-11 Edgej (4 0-3-0 0-2-7j j6 0-4-0 0-2-8, j9 0-1-12 0-0-1) j13:0-3-8 0-4-12) )14:0-4-0 0-3-12f LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.30 13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.78 13 464 180 BCLL 0.0 * Rep Stress Incr NO W B 0.91 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight: 185lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4- 6: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2- 12: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 7- 11,5-14,6-13: 2x4 SP No.2 REACTIONS. ( lb/size) 2=2746/0-4-0, 9=2172/0-4-0 Max Horz 2=76(LC 7) Max Uplift2=-588(LC 8), 9= 402(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 1 Row at midpt 5-14 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5702/1204, 3-4= 5552/1127, 4-19=-4870/1032, 5-19=-4874/1032, 5-6=-7061/1549, 6- 7=-4053/868, 7-8=-4130/864, 8-9=-4338/894 BOT CHORD 2-14=-1084/5060, 14-20=-1458/7058, 13-20— 1458/7058, 12-13=-925/4680, 11- 12=-925/4680, 9-11=-747/3850 WEBS 4-14=-283/1944, 7-11=-706/3384, 6-11=-3199/779, 5-14=-2433/638, 5-13=0/453, 6- 13=-598/2760 NOTES- ( 10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 lb uplift at joint 2 and 402 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 135 lb up at 7-0-0, and 1326 lb down and 350 lb up at 13-8-0 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 Continued on WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekc9 connectors. This design is based only upon parameters shown, and Is for an individual fxtflding component. not a tnrss system. Before use, the building designer must verify the applicabilify of design parameters 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 IS always required for statAlly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek` 6904 Parke East Blvd. Tampa, FL 33610 ob Truss Truss Type Qty Ply T11287113 TB0299 R17 Special Truss 1 1 739768050 Job Reference (optional) bmicters r rm ource, i ampa, viam u«y, riorioa —a ID:Zl7yacff3rgf5W0 6G6Buz0Uf6-EYDe6xrovKYRNUjyfonh7AAkQb3KlyapDOmtdSz9l9e LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-19=-133(F=-73), 6-19=-60, 6-7=-60, 7-10=-60, 2-14=-20, 14-20=-45(F=-25), 9-20=-20 Concentrated Loads (Ib) Vert: 14=-513(F) 13= 1326(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeV.1) connectors. this design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate finis design into the overall a t' building design. Bracing Indicated Is to prevent tickling of individual truss web and/or chord rnernibers only. Additional ternporaiy and permanent bracing MiTeR' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of taiusse.s and truss systerns, seeANSI/TPI t Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287114 TB0299 R18 Common 4 1 739168051 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1.640 s Apr 19 2016 MIT sk industries, Inc. Mon Jun 05 16:22:46 20i / Page i I D:Zl7yacff3rgf5yObDEG6BuzOUf6-ilnOKHsQgdg I?el9CV I wfOjv F? Sm UbmzS2 W Q9vz919d 1-0-0 4-4-4 8-2-0 11-11-12 1 16-4-0 1-0-0 4-4-4 1 3-9-12 3-9-12 4-4-4 Scale = 1:29.8 4x6 = 6.00 12 3x6 = 3x6 = 5x8 = IT0 8-2-0 8-2-0 Plate Offsets (X Y)-- 5:0-4-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Verf(LL) 0.14 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) 0.34 4-5 565 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.02 4 n/a Wa BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT 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) 4=642/Mechanical, 2=717/0-4-0 Max Horz2=78(LC 11) Max Uplift4=-131(LC 13), 2=-160(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-6=-935/342, 6-7=-827/355, 3-7=-798/370, 3-8=-794/386, 8-9=-825/371, 4-9=-932/367 BOT CHORD 2-5=-206/735, 4-5=-206/735 WEBS 3-5=0/392 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=6.0psf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-2-0, Exterior(2) 8-2-0 to 11-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 4 and 160 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." WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. lhis design Is based only upon parameters shown, and Is for an Individual Ixillding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Individual IItISS members only. Additional temporary and permanent bracing MiTe k' building design. Bracing indicated is to prevent buckling of web and/or chord Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287715 T60299 R19 GABLE 1 i 739768052 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 t.540 s Apr 19 2016 nv i ek industries, Inc. Mon uun uo 1 o:zz:4r 2017 Paqe 1 ID:Zl7yacff3rgf5yObDEG6Buz0Uf6-AxLPXds3Rxo9cntLmCp9CbGFgPpbD2Y6hiFzhLz919c 1-0-0 4-4-4 8-2-0 11-11-12 16-4-0 17-4-0 1-o-o 4-4-4 3-9-12 3-9-12 4-4-4 1-0-0 3 8-2-0 4x6 = Plate Offsets (X Y)-- 8 0-4-0 0-3-01 (9 0-1-15 0-1-0j 117 0-1-15 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.08 6-8 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 0.21 6-8 898 180 BCLL 0.0 Rep Stress Incr NO W B 0.18 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=708/0-4-0, 6=653/0-4-0 Max Horz2=-76(LC 6) Max Uplift2=-154(LC 8), 6=-109(LC 9) Scale = 1:30.4 PLATES GRIP MT20 244/190 Weight: 90 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1041/233, 3-4= 784/153, 4-5=-783/154, 5-21=-999/228, 6-21— 1009/191 BOT CHORD 2-22=-208/890, 8-22= 208/890, 8-23=-131/883, 6-23=-131/883 WEBS 4-8= 30/470, 5-8= 280/183, 3-8=-288/189 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2 and 109 Ito uplift at joint 6. 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 device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 59 lb up at 15-8-0 on top chord, and 24 lb down and 11 lb up at 0-8-0, and 24 lb down and 11 lb up at 15-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) '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: 1-4=-60, 4-7=-60, 2-6=-20 on WARNING- Verity design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek© connectors. This design is teased only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicabillly of design Ixarameters and properly Incorporate this design into the overall building design. &acing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DS8-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. MiTek" 6904 Parke East Blvd. Tampa, FL 33610 I' 0 Job Truss Truss Type Qty Ply T11287115 T60299 R19 GABLE 1 1 68052 Job Reference (optional) Job R builders Frrs1bource, Tampa, VIaM l,ny, MOrlaa se000 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 21=58(6) ID:Zl7yacff3rgf5yObDEG6Buz0Uf6-AxLPXds3Rxo9cntLmCp9CbGFgPpbD2Y6hiFzhLz919c WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MITek(.@) connectors. This design is based only upon parameters shown, and is for an Individual building component, not - - a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall a building design. Bracing indicated is to prevent Lwckling of individual truss web and/or chord members only. Addllional temporary and permanent bracing IYII lTei• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Cusses and truss systems, seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply T11287116 T60299 RF01 Flat Truss 1 268053JobReference(optional) Builders FirstSource, Tampa, Plant City, Florida 33566 1.540 s APT tv zui6 nvTex mausmes, inc. Mon dun 05 16z2:48 2017 rage I D:Zl7yacff3rgf5yObD EG6BuzOUf6-e7vnkzthC Fw? Ex RXKwKOkpoPMpAUyR6FvM?X Enz919b 2- 1-12 4-1-12 6-1-12 8-8-4 11-2-11 13-2-11 15-9-3 18-5-7 2- 1-12 2-0-0 2-0-0 2-6-8 2-6-8 2-0-0 2-6-8 3x4 = 3x4 = 6 Scale = 1:31.5 3x4 = 19 8 20 9 10 3x4 = 3x4 = _ 3x4 = 3x4 = 18 17 16 15 14 3xI 6- 1-12 2- 1-12 LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 * Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 11- 2-11 13-2-11 18-4-10 11 -7 5- 0-15 2-0-0 5-1-15 0-0=13 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TC 0.38 Vert(LL) 0.05 12 >999 240 MT20 244/190 BC 0.60 Vert(TL) 0.15 12 >983 180 WB 0A1 Horz(TL) 0.04 11 n/a n/a Matrix) Weight: 164 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 6-3-6 except Qt=length) 11=0-4-2. lb) - Max Uplift All uplift too lb or less at joint(s) except 11=-132(LC 4) Max Grav All reactions 250 lb or less at joint(s) 18 except 11=1475(LC 1), 17=972(LC 1), 16=372(LC 1), 14= 2771(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-4442/144, 7-19=-4442/144, B-19=-4442/144, 8-20=-4442/144, 9-20=-4442/144 BOT CHORD 13-14=0/2838, 12-13= 144/4442, 11-12=-230/2529 WEBS 2-17=-831/0, 3-16=-458/0, 4-14=-985/0, 8-12= 1008/68, 7-13=-814/48, 6-13=-165/1825, 6- 14=-3346/0, 9-12=0/2175, 9-11=-2808/259 NOTES- ( 13) 1) 2-ply truss to be connected together with 1 Od (0.131"xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (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.opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 11. 11) " Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 845 lb down and 223 lb up at 13- 7-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) " This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Continued on pacte 2 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with Milek(fO connectors. This design is based only upon parameters shown, and is for an Individual building corponent, not a truss system. Before rrse, the building designer must verity the applicability of design parameters and properly Incorporate flits design into the overall building design. Bracing indicated is to prevent I:xtckling of individual truss wet: and/or chord mei>" hers only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available trom Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Type Oty Ply T17287716 T80299 RFO7 Trussruss 7 J o'b97680532Reference (optional) Builders FlrsIbource, lampa, Flan Lny, Honda 33J6ti LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-19=-330(F=-96), 19-20=-156(F=-96), 10-20— 60, 11-18=-20 Concentrated Loads (lb) Vert: 20=-845 I D:Zl7yacff3rgf5yObDEG6Buz0U f6-e7vnkzthCFw7 ExRXKwKOkpoPMpAUyR6FvM7XEnz9l9b WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only wilh MITek© connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss syslem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent txrckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' IS always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and hracing of busses and buss systems, seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T11287117 TB0299 RF02 Half Hip Truss 1 1 739768054 Job Reference (optional) Builders PirslSource, Tampa, Plant City, Florida 33566 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:48 2017 Page 1 1 D: Zl7yacff3rgf5yObD EG6BuzOUf6-e7vnkzthC Fw? ExRXKwKOkpoKmpBPyMxFvM?XEnz919b 1-0-0 7-0-0 10-4-0 13-8-0 15-10-7 18-2-10 20-8-9 1-0-0 7-0-0 3-4-0 3-4-0 2-2-7 2-4-3 2-5-15 Sxs 3x8 = 2x4 I I Scale = 1:38.1 6x8 = 17 3x4 = 1 3x4 — 3x4 = 3x6 = 2x4 3x8 = 2x4 I 3x4 = 4 -0 7-0-0 7 4-15 10-4-0 13-8-0 15-10-7 18-2-10 20-8-9 1 4 6-8-0 0-4-15 2-11 1 3-4-0 2-2-7 2-4.3 2-5-15 Plate Offsets (X Y)-- 2 0-0-1 0-3-01 14:0-3-0 0-2-71 112 0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.06 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.20 13-14 >801 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) -0.02 17 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix) Weight: 113 lb FT = 20% LUMBER - TOP CHORD 2x4 SP NO.2 `Except` 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 3-7-5 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. REACTIONS. (lb/size) 11=1466/0-4-15, 2=-530/0-8-0, 17=2579/0-11-5 Max Horz2=279(LC 8) Max Uplift2=-746(LC 20), 17=-5(LC 5) Max Grav11=1534(LC 15), 17=2579(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1878, 3-4=0/1907, 4-5=0/1698, 7-14=0/461, 7-18=-1217/20, 18-19— 1203/18, 8-19= 1198/24, 8-20=-1712/0, 9-20=-1712/0, 9-21 =-1 712/0, 10-21=-1712/0, 10-11=-1538/0 BOT CHORD 2-17=-1654/0, 16-17=-561/0, 15-16=-15/1059, 14-15=-15/1059, 13-14=0/1712, 12-13=0/1712 WEBS 4-17=-1173/97, 5-17=-1702/0, 5-16=0/655, 5-7=0/722, 7-16=-1718/0, 8-14=-637/0, 9-12=-815/0, 10-12=0/1943 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=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 746 lb uplift at joint 2 and 5 lb uplift at joint 17. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek(9 connectors. This design is lased only upon parameters shown, and is for an Individual txillding component. not - a truss system. Before Lrse, fhe building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall i building design. Racing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possitNe personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see.ANSUTPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type Qty Ply 1T11287117 T80299 RF02 Half Hip Truss 1 1 739768054 J bRefference (optional) tsunaers virstbource, Tampa, riam uny, rionaa s:moo LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4= 60, 4-6= 60, 7-10=-156, 2-11=-20 Concentrated Loads (Ib) Vert: 10= 347 18=-200 19=-134 20= 193 21 _ 266 I D:Zl7yacff3rgf5yObD EG6Buz0Uf6-e7vnkzthC Fw? Ex RXKwKOkpoKmp8PyMxFvM 7X Enz919bWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFORE USE. e Design valid for use only with MiTek* connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - a trrrss system. Before rrse, the building designer must verity the applicability of design parameters 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 per qmanent bracingIVIiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatbn, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty Pry T11287118 TB0299 Vol VALLEY TRUSS 1 1 739768055 Job Reference (optional) Builders FirsiSource, Tampa, Plant City, Florida 33566 a0 2x4 2-0-0 2-0-0 2-0-0 7.640 s Apr 19 2016 MiTek Industries, Inc. Mon Jun 05 16:22:49 2017 Page 1 ID:Zl7yacff3rgf5yObDEG6BuzOUf6-6KTgyluJzY2ss5OkudrdHOLeuCe1 h_gP80k4mDzgl9a Scale = 1 :7.9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Verl(LL) -0.01 3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Verl(TL) -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 FBC2014/TP12007 Matrix) Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=54/1-10-0, 2=55/Mechanical Max Horz 1=28(LC 12) Max Upliftl=-7(LC 12), 2=-21(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 7 lb uplift at joint 1 and 21 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 -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with IvI connectors. This design Is based only upon parameters shown, and Is for an Individual Wilding component, not Nillainkssystem. Before Use. the building designer must verify the applicability of design parameters 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 MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss syslerns, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 r Job Truss Truss Type Qty Ply T11287119 TB0299 V02 VALLEY TRUSS t 1 739768056 Job Reference (optional) Builders FIrStSOurce, Tampa, Plant City, Florida 33566 /.640 s Apr 19 2016 Mi i ek industries, inc. Mon dun 05 a ozcae 2017 rage 1 I D: Zl7yacff3rgf5yObD EG6BuzOUf6-6KT9yl uJzY2ss5OkudrdH OLeOCeohz W PBOk4m Dz919a a0 0 2-11-1 1-0-15 2x4 i 2x4 II Scale = 1:13.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 3 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 2 n/r 90 BCLL 0.0 Rep Stress Incr YES W B 0.08 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix) Weight: 13 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=71/3-11-8, 5=198/3-11-8 Max Horz 1=66(LC 12) Max Uplift5= 75(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-149/283 NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 lost 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 75 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev. 10/03,2015 BEFORE USE. _ Design valid for use only with MITekS connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a trios system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual taus web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0' 1/ 1 4r For 4 x 2 orientation, locate plates 0-1/0 from outside edge of truss. This symbol indicates the required direction of slots in connector plates, Plate location details available in MiTek 20120 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 ME Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing f indicated. 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. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind 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 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See 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 stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1, 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. I & Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. GEARING HEI6HT 56HEPULE RECORD COPY 1 7 - 2 0 3 7 QoNuD/NG sp,NFORD CFPAR Hanger List H1 HTU26 H2 THA422 NOTES: 1.) REFER TO HIG 91 (RECOMMENDATION5 FOR HANDLING IN5TALLATION AND TEMPORARY GRACING.) REFER TO ENGINEERED DRAWIN65 FOR PERMANENT DRACING REQUIRED. 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER VALLEY FRAMING) MUST DE COMPLETELY DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REQUIREMENT5. 3.) ALL VALLEY5 ARE TO BE CONVENTIONALLY FRAMED DY BUILDER. 4.) ALL TRU55E5 ARE DE516NED FOR 2' o.G. MAXIMUM 5PACIN6, UNLE55 OTHERWI5E NOTED. 5.) ALL WALL5 5HOWN ON PLACEMENT PLAN ARE CON5IDERED TO DE LOAD GEARING, UNLE55 OTHERWISE NOTED. 6.) 5Y42 TRU55E5 MU5T DE INSTALLED WITH THE TOP GEIN6 UP. 7.) ALL ROOF TRU55 HANGERS TO GE 5IMP50N HTU26 UNLE55 OTHERWISE NOTED. ALL FLOOR TRU55 HAN6ER5 TO GE 51MP5ON THA422 UNLE55 OTHERWISE NOTED. 6.) DEAM/HEADER/LINTEL (HDR) TO GE FURNI5HE0 GY GUILDER. SHOP DRAWING APPROVAL THI5 LAYOUT 15 THE 50LE 5OURCE FOR FABRICATION OF TRU55E5 AND VOI D5 ALL PREVIOU5 ARCHITECTURAL OR OTHER TRU55 LAYOUTS. REVIEW AND APPROVAL OF TH15 LAYOUT MUST DE RECEIVED DEFORE ANY TRU55E5 WILL GE GUILT. VERIFY ALL CONDITION5 TO IN5URE AGAIN5T CHANGES THAT WILL RESULT IN EXTRA CHARGE5 TO YOU. ftj-ted Nlwy Date Ayyrore bby: Datc: uilderslorstSource Orlando PHONE: 407-051-2100 FAX: 407-051-7111 Plant Gity PHONE: 513-759-5 151 FAX 613-752-1532 BUILDER: Taylor Morrison MODEL: Darlington B Lot xx 1-6-16 1 Rick RECORD COPY 1' 1City of Sanforda Building and Fire Preventionq ,r Product Approval Specification Form Permit # # 1 7 Project Location Address- 2037 469 Red Rose Lane 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.floridabuildin.g.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 1.Exterior Doors Manufacturer Product Description Florida Approval # include decimal) Swinging herma Tru Swinging Ext. Door (front door) FL15225-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Amarr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation i 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 i June 2014 Category / Subcategory 5.Shutters Manufacturer Product Description Florida A include Accordion Bahama Colonial Roll up Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 76' 2T 31, 53" WINDOW CALL CUTS 125N Uf 37 511 72 5.t 37 5HGam. 76' 2 35' Q 13514 IR 33 514 23 SH 33 SH 0 W SN 112 34 SH 74 SH 34 5H051, 3 6 54 16 35 SH 75 51 355063' a z Y. 5H N 36 511 76 5H 36 S112' 3 G.G. VERFT MAS"Y OPESIMS FOR ALL UND016, N W'003 SIZES W9 NSTALLAI 01 MAY VART PER MANFACTRER AW SPECFICATICNS. Z 1 FEFER TO FLOOR PLANS FOR STYLE CF ViNDN USED ISIW.F t-%tY -5R C46EMQ T- C,", OR FIXED 6LA55-FG) MASTER SUITE I6'-O•K14'-4" 9'-4' FLAT CLG d' 1 TD 7DnA t I AFF. I r,GVERtrACRtLIL NAI 4' I 9'-4' PLr. -nr. I a E 1 ran Ill- FrE.gECf E:L/FE A'b ffSCtE I AT a'0' AFF. q 41651U.LL LQ ,OIIN fhb 1 PER FHCR-SINEDGICN(ffi'A} _--- ---- x * • x ron rnn AIR AFT, zn04 5 v ,. F AR W.vr LEQ MiFRIAv ORrER LBESFld:H U:LL OI Il'H100 P111 - R BOOR 45R USll RAW-, AFF. /Y30 NO. AT B' 0' 10. AT b' dl B'0'AFF. AFF. 7-)b 5HFD.AI 6'-0' 70'R ILE i Al l ILE PRIM aG }/' x 9oa TFY.(i. Da O4/}'HIOJPA1t w I Q4 s PINDR. Fav ! M. BATH DEN 0Y I I I a own LE 9'-: FLA7 CLG. O 9'-4" flAi ttG. ENTRY I 9'-4' PLT. HT.I Q a Y aI63-0 • 99 .- MC l Q 3} 7-430 Aa3l R2'Tr I c g'. A'Q4 I fOR i U. FOYER CIA Sa AT4-4- SEE5ECr41 I 1 SJ1 jam\ L a FLAT CLG. r B 9'•A' &I .CP?Y. I 15 Y./' rll}. brL.O ARIWIXER- F- g•,1• CIAVALS I \- LFEffbE= r--------" QG aG I , Q4 JJCSFp71 IPPERP.LL'RX L ASH RIXR Zi.. FRJ16' RS y Ei STAR 0AT4 5 3io B'LYb' 7 - LNE65ECV I" Rom Aff, I Or v 51A!60252DokR lJ C-0'106'. ILE \ N94A1E wd 76rM IT- q' s III T a4 lC11: 2 7rl 2G0A-ReA'Go_ o. 1 II II- 4- PLT. Hf. I FAMILY ROOM ,LH7iFFgi d- 0" I DINING I IQTCHEN 19'-a•d 8. 0'106'-6' 2-STORY VOLUME I lo•-e114-0'' I q 9•-4' FLAT CI:. 9•-4' FLAT ac. I I LSLLAIE LfF CF SECQD Raattsr. I Y7 e yf I ¢ I I O' WffR o- trs} EIS I' 1 GLLS I o I I 1 I I 1 e I FLrrP FvH" I I1. SnGALau ylffi 8fl 1 oxc O 7.76511 W. A7 81-0' e O$no 0 si jn LL, osLL", 0E us x C Sim aFS t¢ u9[R C. 10 FEE HAK 159RP 17W2101' 10T 199 OS- IJ-17 s- J I DAVIS BEWS DESIGN GPDVI asTnTE a- rRFEf FNY IIawLFraoA n L3. az9. PA% I114' SYFXv EwSGY. I IEADl1V1C W Dn o 0 AFF. M 7dTFR 10 `JfEi LAI .: W O rGR nLY ROOK "-'+.: FlAvor :- F 6 Z GL Y£RFT B' 0'H „ 1-0 firi~r c rn 0 N ` jJ HATCHING LEGEND * auEu1 O MAIN FLOOR 14615F. 2585 UPPER FLOOR 11155F. TOTALLIVING25E625F. GARAGE 4555F. LANAI 1395F. n" A. Races Puu nb} Es ENTRY _ 115F. - TOTAL 5Q. FT 32415F. MAIN FLOOR PLAN NOTES ZA i 1 ErAs. v<'.-r. a GARAGE LEFT dl Ei'igdJLL CI'M 4D la, LEQ4G5544L CAPLT LfA,C+b f£QF9LA- ifH EOI7XN [iCA! TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS k J/ 21" 1 24' 36' 48' WINDOW CALL OUTS 2 3W11, 4- FG. C7 20' p36' pz 24' 40' Q 3 a 020 FL. 7070 Ffi, 3020 F4 4020FG. 1830 5H 7030 $R 3030 54 4030 5P 18A0 N 2040 W 3040 SR 40405N 60' z 3 250 SH 7050 5" 30505u 4Pi,05H 12, 1060 5H 700614 3%0 5H 4060 5H GL. 'rER Y R744 OPfNUYS FOR ALL 3CAQU'i, fn IiJ o z MO.0 51ZE5 AND N5TALLATIaJ MAY VARY PER i AWACTURER AND WOMATICN5. REFER TO FLOOR PLANS FOR STYLE OF U )M M 15116L E RW,-5R C45EMT- Ca1T, OR FIXED GLA55-FG1 NC4.EL 6L A]f DFt£r4EOFVFY.CF ANRE 7W HatoBCLaFAR OOR 6U P e0 11E ALL 5E PARr6llgq24M4EGAR7H:EFK,% DFL O AROMfA: N ET 1EM00 1PE F TM ROOM E 71EPGRrND(CHRE 5 AJLSLL Mql aTaZI.EYCrk.Ffi $ a aA 4 to DIr ,TER WIT U nur ALLCUFATH OFLO AR fal rZ- UORf n H120 JI UF1.".XED RfX1M FflEFRCR- SiH IrKl7 f1c11JRSIIS E. M FALL FidV&LM DEYZE5 AID MDO OA ". LN r'R2 M, UA L CD`FLT WR F# 9Uf*MUA OF Affl F rasa PER FSCA .5111 TDW Dealm2 JOB RVNBFRfR Z2O.i2.20.F fM fi[ NAtF LOF T9R 159(ID 05-2J-17 UPPER FLOOR PLAN NOTES sc&F Y4-. r.0' GARAGE LEFT 11 DAVIS SEWS DESIGN GROW STAi SOIFIT— crt>s,w ama wn au . ns . uoo -rta. at3 . 4i5. a00 FAX lyW WLOA tWSGOrM1 Y Lu 0 0ce z n 0/) z L 0 Z LL 0 c • IZ rn 0NJ 0 Q 2585 R LE UPPER FiIX/R 1'UN NOELS war 2 Florida Building Code Online 90N-TPage 1 of 3 h iyC e' y i TtAFMA pCHPA4TGl6M H't3P CY YPa NtP`Y r+•'i t )' jJ fvo'a; BFFix •'• tl x'-Y ° 1 Bu s,i n e css, &,..a Professiog} naal Regulat o{ygqn- m,,.: Sri"+,'K. Hot Topics Submit Surcharge Stats Facts fr.' S Home Log In User Registration usines e , a roductUSER: Public User e gulation L- at:Yr7.if:J;y MyP:i".?'i n,. r.vuay.• .•J. r..]FtNS' FL 1`11-15225-113 Application Code Version 2014 Application Status Approved Comments Archived Map 4% Ja II y ,'l• Gtl%'ii n+Y+t nlxh:i.QG++ 7,tl:'{.OtS fGfPy2 G:YT:4Ci C876 Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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/ Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan 1. King, P.E. 41 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/I. S.2 1997 ASTM E1686 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.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 15225.5-68 (68 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300 04. (This product approval requires the use of "]" part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) duality Assurance Contract 12/31/2021 nstailation Instructions Created by Independent Third Party: Yes Evaluation Reports Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate FS2?5 R3 C C3vACi5?.5 PIAM egrts'ndf' Quality Assurance Contract Expiration Date 12/ 31/2021 Installation Instructions _ I S s s tta: n tNsr,sz35 -so odf. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 15225 R3AE ,15725.6-68.pd` FLS225 R3' AFV11L 15225.6-80.odf Created by Independent Third Party: Yes eat-. ` f=:d contact us ::>19.:. wdh Kcr roe b --! LTMIIS Bh' .RWIlt:S4.4Ii4$:i•i 4 The State of Florida is an AA/EEO employer. ,r+,tjOye M; -J4t' air cd.Flerida::: Privacy Statement :: Accessibility Statement;: Refund Statement under Florida law, email addresses are public records: If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. .If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under If 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit 1ArFE https:// www.floridabuilding.org/pr/,n _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/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 withinnrsMileCprt;firarinn Prisa"m is areredited by The American National Standards Institute (ANSI). ICU rauuuca Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswing Q a ue Size Pos/Neg Rated Comments X I/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-253F Single X O/S Opaque 3'0" x 6'8" 67/-67 No ETC-01-741-10703.0/L-2097/TTF-254F Single XX I/S Opaque 6'0" x 618" 40/40 No ETC-01-741-10703.0/L-2097IT7F-253F Double Standard Aluminum Astragal . . XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097/TTF-254F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 6'8" No No ETC-OI-741-10703.0/L-2097/TTF-253F Double Coastal Aluminum Astra al XX O/S Opaque 690" x 6'8" 47/47 No ETC-0 I -741-10703.0/L-2097/TTF-254F Double Coastal Aluminum Astra al OXO/OX/XO I/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-10593.0/L-2097/TTP-254F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 814" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097n7F-253F Double w/Sidelites Glazed Sidelites Standard. Aluminum Astragal OXXO O/S Opaque Door 814" x 618" 40/40 No ETC-01-741-10593.0/L-2097/TTF-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/TTF-253F Double w/Sidelites_ Glazed Sidelites Coastal Aluminum:Astra al OXXO O/S Opaque Door 894" x 6'8" 47/-47 No ETC-01-741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, tnc.14794 George Washington memoria t yjnayes, vr Aau /L Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005331-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/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 c ... tr. M..n.. , .,,, VAMP. ( tii.ntiflnn Penarxm: Gc sweredited by The Amerirtin National Standards Institute (ANSI). r4AIAN Cernnea.rroauci- Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Outswin O a ue Size Pos/Ne Rated Comments X I/S Opaque 3'0"x 6'8" 67/-67 No ETC-01-741-10702.0/L-2096/TTF252F Sin le X O/S Opaque 390" x 6'8" 671-67 No ETC-01-741-10702.0/L-2096/TTF25IF Single XX I/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10702.0/L-2096/T7F252F Double Standard Aluminum Astragal XX O/S Opaque 610" x 618" 40/-40 No ETC-01-741-10702.0/L-2096MF251F Double Standard Aluminum Astragal. XX I/S Opaque 6'0" x 6'8" 551-55 No ETC-0 1-74 1 -11 008.0/L-21 5 1 /TTF252F Double Coastal Aluminum Astragal XX O/S Opaque 690"x 608" 551-55 No ETC-01-741-11008.0/L-215I=F25IF Double Coastal Aluminum Astra al OXO/OX/XO I/S Opaque Door 514" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/T-rF252F Sin le 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/TTF25{F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/-40 No ETC-01-741-11008.0/L-2151/TTF252F Double w/Sidelites Glazed..Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4"x 6'8" 40/40 No ETC-01-741-11008.0/L-215]n IT251F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO US Opaque Door 8'4" x 6'8" 551-55 No ETC-01-741-11008.0/L-2151/"CI'F252F Double .w/Sidelites Glazed. Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-215IMF251F Double w/S.idelites Glazed. Sidelites Coastal Aluminum Astragal tl ban fl% - National Accreditation & Management institute, tnc.i4-1y4 George wasmngton traemori . r,r uYcs, V ^ Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 41 at. 77 d v LL.ION I `MULLIONMASONRYOWNFORMASONRY. ¢. 'I SHOWN FOR eMASONRYFERENCE1'I REFERENCE 11 6 °z 0 znOPENING TYP. HEAD OPENING OPENING JAMBS Hf..AD1t 1 P d o a JAMBS & JAMBS i `^ m d `a I t ........ s< . 2X BUCK -A- 2X BUCK` jj JI X S t 2X BUCK/F U Ii i.l MULLION i i rn v i i SHOWN FOR li ai C j REFERENCE. II i1 it r II ii it 11d E f' fi Ii 11 aN J SINGLE 4ZSID IT f SINGLE W/SIQ vQ: BUCK ANCHORINQ RUCK ANCHORING BUCK AN HO IN( 1 W..co MASONRY OPENING NOTES: 1. 27(—buck min. S.G.20.55. 2X BUCK C . 1. anc.10 onChar a - .at the comers may be adusted to maintain the min. edawcwanco to nsatarjoinfs. 2 Coarmteai' iChorlocatbru noted as'MAX. ON CENTER• must tic adjusted to maintahs:fhe min. edge'dbtancetomotteujchnkaddnoncOctnfctote'onGtots may be: req*ed 10 erisiXe the MAIL ON CENW dhwu(mam not emMeded. 3. Concrete anchor table: ANCHOR ANCHOR Af11f. AUM;CfdARi1NQE At .dRANCE D q n pF 29 fhA8fD61ENf TW 1/ 4' 1-1/4" r 4" iwI ON` Co . 1N" .. 1. 1/4" 1" 4" F-- 4" -- 1 h-T- 44, Ir fit a 4 TYP. HEAD JAMBS R.. ASTRAGAL SHOWN FORREFERENCEit D Ik: t Ik lLwtlL. L-. l1.vs.-;-M BUCK ANCHORING A r 2X BUCK tp p s MASONRY OPENING 4" 4" A.[; i ft4. MULLION 4 : 1iFORMULLIONI T_ TYP. HEAD SHOWN REFERENCE N SHOWN FOR), REFERENCE j JAMBS tj it II 0 II X,• a 11 ASTRAGALiSHOWN FQR I I A o I I i 1 it REFERENC is i li isi2 o' DOUBLE W/ SID I IT .S UCK_.ANCI. AQRRJ..Q CNk. ei: LfS RAWIN[i NO.: FL- 7 5225.5-. k 4` 3. rilt 3" 7" L 1, T- S£E NOTE , SHEET 3 II SEE DETAIL "3" II A STRAGAL1 f;I MULLION SHOW`! FOR SHOWN FOR REFERENCE REFERENCE ONLY tl f6 18' 15 6 C. "E. DOUBLE DOOR W/SIDE, IN r`r6ON PAIRS 9fl' j.~ oS A" TYP. ' 3" W/2X BUCK T I SEE DETAIL, Ya%ZX BUCKINSTALLATION W/l X BUCK r O cwi o ui YtNSTALLATION A INSTALlAT10N a 9 INSTALLATION wa? Z _ tYP. HEAD JAMBS N n x iv ASTRAGAL51dgWNFOR.KID. HEAD & rs REFERENCE. JAMBS ONLY p M. SEE DETAIL "4" Ln SEE DETAIL N V) s t2 I L VIEW " "-" ' DOUBLE DOOR SHOWN W/ OPTMM OORRUDATED FASTENERS, REM I" MP. Al SIDEUTE TO DOOR AMD CONNEORONS) Item DESCRIPTION Material A 010 x 2-1 2 PFH WOOD SCREW STEEL. 4 PFH Woo G STEEL 10 X t H WOOD SCREW STEEL t O x 3 4 LG. F ODD S REW' Hrri e to come STEEL 10 x 2 LG. PFH WOOD SCREW EeL 3 8 x 2-i 2 LG. PFH WO05D CREW STEEL 4 T 4" x 2-3 4 PFH ELCO OR'ITW CONCRETE SCREW STEEL 1 4.* x t-3,L4. ITW PFH CONCRETE SCREW 1. 4_ x 3-3 4 .17W PFH gONCRETE SCREW STEEL STEEL Ti. 3 16' x 3-1 4 17W PFH CONCRETE SCR ST L 12 7 4 x .3-1 4 i7W PFH CONCRETE SCREWSTEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4" PFH ITW CONCRETE SCREW I- 2. 21 50- HEADER JAMB (SUGAR PINE SG >_ . 0.34 3 4 THK. PRESSURE TREATED SIDELI7E PAD 1 2" X 1 " X 25 GA.. CORRUGATED FASTF..NER WOOD WOOD STEEL 1-1 K o N 31 o1 M VIFW A A W/ 2X BUCK 2.. INSTALLATION W/ 1X BUCK n INSTALLATION W/ 2X BUCK 3. INSTALLATION 0 z 4 W/ 1X BUCK Ql j4' INSTALLATION DETAIL " 3" d z9 ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME o ASSHOWN. c C. z 5VLE: - N.T.S.. DETAIL " 4" FL- 152255-68 ;N 4 V ECUGH Inswing cci[i igurCritacf 2 VEIMCAL'CA " $ SECTION 6 Ou}twlrg,canfiguolbn EXTERIOR ; INTERIOR S VEJMCALLCROSS S5 EN buswuq c Intuzn f i INTERIOR EXTERIOR it C, z 20 U 2i 12 r • 3 VERTICAL CRt7SS SECTION . EXTERIOR « . r1.. ,- INTERIOR gay 111 F twit . 21 I2 SME N.T.S. o S uirq: By: JK m cac vv> t.FS a N FL- 15225.5-68 0 SMcel.. 6 OF 0 MASONRY OPENING 2X BUCK. SINGLE DOOR BUCK ANCHQR 9 rnN (j i ., ,......__ .. II Ih It I { ` MULLION MASONRY OPENING 4 .11 SHOWN FOR.. REFERENCF MASONRY OPENING ryp• 1Ic II I I HEADHEAD 1AtABS JAMBS l l to ndo i i uo 2X BUCK s 1' I I1.. MULLION 11i( SHOWN FOR I fI I' REFERENCE ( l 2X BUCK lI 1I. II 11 Ii Li SINiL ID IT SINGLE W/SIDELITES 011CK ANCHORING BUCK ANCHORING. MASONRY OPENING NOTES: 2X BUCK' i, ?Xbuck min. S.G. t 0,55, CONCRETE ANCHOR NOTES: 1. Concrete anchor location$ ar the comers may be adjusted to maintain the min. edge distance to rnortoijoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfor joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concreteonchor table: ANICNOR. AlIN' WOO,* AlMTM , C iCSIirA 1Ai': C ... 16A&AC[M TYPE S11f: ; watomw ANC 1fOR IIYV a 1/1" 1-1/1" 2" TAPCON uc 1/4" 1.1/1" 1" P ULTItCOo.. NM2 m nnf. `` wL pr. 7/ liijf l4 Z N . Em o Z • 9 t+ gig oo. Nut maa 0 CIO o O 1 q z Im o SHOWNNFOR A MULLION H TYP HEAD I TYR. FI REFERENCE N SHOWN FOR JAMBS ASTRAGAL SHOWN FOR REFERENCE Ii ti 11: X ^ v wd HEAD JAMBS I I' 2XI I. BUCK I 11' REFERENCE I(rh li II 6 is ASTRAGAL I i SHOWN FOR 1 (. REFERENCE !! II I L. nUo o 3 R, 1 a am' 2 21112 z N. T.S. g DWG, V; JK m t_ f••• . ... OMNtiNG ti . DOUBLE DOOR ANCHORING MASONRY OPENING DOUBLE W/SIDELITES BUCK ANCHORING. FL- 15225.5-80 c sHe 2 or O 3" 3" i SEC DETAIL "3" A SEE NOTE 3 SHEET 3 S MULLION SHOWN FOR j REFERENCE ASTRAt?AL- SHOWN FOR REFERENCE E. ONLY G p Kl o(.. 11 If VIEW "C"-"C" QOUBLE DOOR WIS01FLIT S V) w i•i Ez fw csif 3' t M/STALlBUCK W/2x BUCK,( SEE DETAIL i INSTALLATION W/tx BUCK "3" { svcKINSTALLATION BUCK( JAM STYP.D VYP. HEAD & JAMBS A5IRAGAI.-J SHOWN FOR .# REFERENCE ONLY N. l SEE v> DETAIL o i6 4' t6 4 5' 5 Item DESCRIPTION Material A 10 x 2-1 2 PFH wOOU SCREW SR STEEL g T O X 1- H WOOD STEEL: - c 10 X 1 PFN WOOD SCREW L 1 i0 x 3 4 LG. PFH WOOD SCREW Hine to rame STEEL 4 Y 4 ' x 2•-•3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 i 4" z 1-3 4"!TW PFH CONCRETE SCREW STEEL: 97 1 x 3-3 4_.ITW PFH CONCRETE SCREW NTFL t0 4" X 3 PFH .SCREW. _ TEFL 11 3 tG'x 3-1 4' !7W PFH CONCRETE SCREW STEEL 7 i . 4- x 3-1 4. )TIN PFH CONCRETE SCREW EE MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 13 301 OR HOLLOW BLOCK CONFORMING TO.ASTM C90 16-i 4 X 4 PFH 1TW CONCRETE SCREW L JA2-7 HEADER _MB PINE. SG. >=.0-42 WOOD 3. 4• THK. PRESSURE TREATED SIDEL11L PAD 1 .2" X 1" X 25 GA. CORRUGATED FASTENER STEEL. rt r w C wr.34s'i*5 w. r ' nn n rrrrlliltit 4`` r~ tY, 4CI OR. Tt SEE AIt v E i z E y ` N x 56ggS' r diSd- 0 w I a H 1 zLL ao e.... Ind o.. SHOWN W/ OPTIONAL CORRUGATED PAStENERS, fTEM /JO CIVP. ALL SIDEEfTE TO DOOR JAMB CONNECTIONS) 0. i acaF o = ATTACH ASTRAGAL THROW BOLT - a a STRIKE PLATE TO FRAME AS SHOWN, DATE 2 21 12 2 SCALE: N.T.S. c S CHK. BT: LJPS 3 ORAYANG NO,: !Yro FL-- 15125.5-60 a pm - 4 . OF 6 O INTE a' i VERNAL9900?I-CM 6 EXTERIOR INTERIOR 8' VERTICAL C;*OSSSECT(ON Qu "conro7filf n y ^ a vim o u aDI N ZINTERIOREXTERIOR.xt 0 a[ v Z x =.y Ea 9• maa yo='. v 3: it 3. VERTICAk.CROSSSEG1tf}N 6. m EXTERIOR O• 11 ''t w a.. 6 VERTICAL CROSS SECTION 6 o-f6wtnp eonfigmoon MI. JK m er: LFS NO NO, a 15225.5-80 n A-OfJ Q 11 HORIZONTAL CROSS SEC r, n INTERIOR EXTERIOR H. TTORTZo A Ross s aN 2 pu/tiw,ng figuration 3 HORIiONTALCRt7S5SEC1'f0„jJ 2 pu 6 jrlf rbfigu(alion f, M/. Jil,itoil 1 . NORIZOM AL CROSS SECTION Q . b9/iutimngconfiguration jambE, INTERIOR EXTERIOR n_ Nt}R1ZONfAL cRos sK To-N- OvtsvAng configuration 6 9/I6"jamb - 4 Q sk" Jill Nor 41 q F b N 2 0 y tl Mom. 2 2t 12 N. 7.S, n. G. e+^ JK m WKN W., L S AWNC NM FL- 15225-68M o ErT z 0 F MULuoN SHOWN FOR REFERENCE K16' JAMB 1110 I VIEW T%T" SINGLE DOOR W/SIDEMES U * r o: w N E07 aw ci n SEE DETAIL"5" Io_ I n MR N SEE DETAIL "M1" i D $-41f6"HEAD N TYP. ®HEAD p 4AJlt'HFAD w o MULLION r SHOWN FOR n REFERENCE Q 6-9116" JAMB TYP..@ JAMBS 14A/16" JAMB nr, RV O EE 17 &.3. o SEE DETAL "I" n.f VIEW "E"-"E" VIEW "D"--"D" SINGLE DOOR W/SIDELRE VIEW "B -W SINGLE DOOR VIEW "A' -"A" CONCRETE ANGH60 NOTE I. fe an&W k=poM at the comers may be adjusted to maintain the m(n. edge d ttanwYo mortarjoints. 2. Concrete or orlocetions no as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortor(dnts, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fade: ANCHOR AATCNCIT MfM M .,'ttiARANLE tti,I/ASOF RY MIN C,,. CP TO AOlAGEHI TYPE STtB. EMB CI UM, fir QNCNCk TAPCON*. ELC9 MPACON TICW e 3/16" 1-1/4' AS SHOWN AS SHOWN TA COH - SIDELTTE NOTES: 1, The sfdelite Is direct set into the jamb with (12) #8 x 7' pfh. wood screws. There are (4) at each verficoljomb, from the top down of 13.5", 31 ", 48X & 66". There are (2) at the header of 4" from the outside comers of the frame. There are (2) at the sift, 4" from the outside comers. li Nor sour,. N.T.S. gre,9i3JK- ,d bx, BY, LFS rxu" o+a *a' n FL- 15225-68M R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrieo, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificale of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category.. Therms Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels wl & w/o Sidelites Doors Exterior Door Edgerton, OH 43517 Inswing / Outswing Assemblies Phone 419.298.1.740 Insulated.. Fiberglass Door with. Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the Slate of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 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 screws shall be installed following installations instructions of ANSI AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturer's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-68. 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-15225.5-68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: t Test Report 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. Drawina 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 Testlna Laboratory ETC Laboratories ETC Laboratories Testing Evaluation Lab. Sinned by Wendell W. Haney, P.E. Joseph L. Dolden, P.E, Lyndon F. Schmidt, P.E. Stgried-& Sgaled by Lyndon F_ Schmidt, P.E. ftri d & Ssaltid bv. Lyndon F Schmidt, P.E. 4tti3i7. i . s - Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/2015 A R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Box 230 Valrico, FL 33595 Phone 813.659,9197 . Florida Board of Professional Engineers Certificate of Authorization No.9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thenna Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the Company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. i3iis•produci anctltxtng has been deveioped in ccunpl[ance With the'5th Edition (2014) Ftotida'Buiiding code:(FBC) structural requirements excluding e 'Ho Velocity Hurricane•Zone .: See the Certification Agency Cediticate for sizes, specifications and design pressure rat* thngs; 2. Produd anchors.shall be as listed. and spaced as. shown on details. Anchor embedment lob; material shall. be beyond Vol ldrasing, 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 manufacturer' s installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FL-1522"8M. 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 specificjobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents., 1.: Test Report No. Teat Standard TEL 01460145 ASTM E330-02 / E1886-02 / E199"2 ETC 01-741-11006.0 ASTM E330-02 / TAS 201, 202, 203-94 2. Drawing No. Prepared by No. FL-15225-68M RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testtng. Laboraiory Sinned by Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Soo & Seafed blr Lyndon F. Schmidt, P.E. Stoned & Seated bi Lyndon F. Schmidt, P.E. itlit 11), IX Z i oaf" a. `' j Z t•i. t \ 1 ,,, Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/ 2015 Bushes toy Product Approval rp USER: Public UserPpr`i ,'`, I., I ILgUtattion ... u ' t i ;WW jo i > ApplkaUon Detail t : FL # FL15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitiinger bsitlinger@miwd. com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE- 62514 National Accreditation and Management Institute 12/ 31/2015 Steven M. Urich, PE Validation Checklist - Hardcopy Received FI15332 112 COt FLr p Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2005 W- 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 ON/A https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX.QwtDgt118 572gvdWI... 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 # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 RJ II DfQ000C:pdf 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: 5108078 odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NOW Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 ill 08-OD498C adf 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 i51Q8058 odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R2 II 08-02i48A:pdf 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 E!?3_ A2968j 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 FLI$332 R2 11 Q8-02249A odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Ej,}2 R2 AE 512969A?Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 11 0-0 57 QP; odf Approved for use outside HVHZ: Yes VerifiedBy: 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 AL 5 2 970A pdf 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 FL15332 92 lL. 08-00494<,Rtlt 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 5108Q6B..24 PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD https:// ww-w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH8572gvd Wl... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No I 08-00501_C=ndt 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 FL152N R2 AE;,lOV0 p_4f; 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 FL1533 i .Tr 08 00502E g¢f: 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 FI 15332 R2 AE 510809@ d_f: 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 FL1533Z R2 Ei 06-00503E P1df 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 I L7 5332 R2 At, 5i PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us ::. t4f0 NorthMonroeSueet, Tall ahassf2 FL32399-PfflC 81ajV-1824 The State of Florida is an AA/EEO employer. CogyrinM ZQ4Z-2011 StateofFlarlda,:: 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 PWtronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487d395. -Pursuant to Section 455.275(i), rlarida 5tatules, eSicttiye CKtober;9, 2912r IKepsees Ikertsad.urift Chapter 455.:F.S. must provide the Department with an email address if they have one. TtWemaUs provided may used forofticial tOea7mUniCadtNf wdh-the licens6i.. However email addresses are public record. If you do not wish to suppt a personal address, p(eaSe Provide"tho Depanmeol with an emali dddres.which can be made available to the public. To determine if you are a licensee under ChapterdSS. P.S',, please click here . Product Approval Accepts: fe 1 r https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH8572gvdWI... 7/20/2015 MI WINDOWS AND DOORS LLC loot W. 'CROS9,) I RD CAPROLCOIN, TX 75006 SERIES 430/440 XIX SCD 143" x 96" REINFORCED WITHOUT ADAPTER NOTES V,L 08-02250 rms Or 9 SIGNED: 1211012013 i CHART p1 WITH 2 1132" SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Desigq ressure chart (ps* F arre S:e Panel entl To181 Frame Vukllh Eh) 30.0 36 0 42.0 ...._ 47.7 I1eNht: 80.110 108 00 126.00 143.00' . 6n) Pos Nog Pos Neq. Pos Neg PO8 M49: 4.0" 40,0 582; 40;0 0:7 400 42.0' 39,4 39.4 8T.0 40. 40,0 45,2 400 40,i 37,1 3T,1 96.0 -. 40,0 49,5'-. 4Q0 429 38 T 38:2 35,0 35.0 CHART 02 WITH 2 1r32" SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET i Design pre99t1rb chart (04 Fra•re fie Panel and Totat Fran`. W ,, (0) _ i"hl iri: N4g 70.0 36.0 420 47.7 90.00 108.00 - 120.00 143:00 Pw Neg. Pes' Ne9 Pos Nag 64.0 s 58.2 'S07 50,7' 4A5 4545' M120 42,0. 88.0 42.8 42l8 394 384 92.0 521 52,1 452 45.2 404 404 37,1 96.0-. 49.5 495 42,9 42.9.- A:.. CHART A3 WITH i 112'SILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Rest n pressure'chart (ps$ F ame Halaht S"le Panel and Total Ran. MT-.n t.) 00.P 16, 42.0 47.7 90,00: f08,00 - 12600 143.00 PosI Ne9 Pos' Mop Pos Reg Pos Ng 84.0 25,0 47;8 S O - 4117 75,0 s7 4 25.0 34,5 86,0 5,0 45:2 25.0 39,3 26,0 3-2` 25.0 32,4'- 92:0 25:0. 42.9 25A 37:2. 25. 332- 25,0 30.5 4.0 25.0- 46, 25.a 353 35,4 250 28:8 CHART #4 WITH 1 1,2" SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design pres$ura Ch4r1'(PsO.... 5es2ie Pe i ndTol4tronr YhAth.(inj. Pram! 30.0 36.0 -- 42.0 47:47 - hl 90.00 10$00 126.00 141:00 in) Po8- Neg. Pos I Mg Pos Meg. Pos I Ne9' 84.0 4 ; f 47:8.4t;T 41,?.'. 37.4 1F 4- 34,5 s4.5 88.0 45,2 452 39,3 39;3 95 2 35,2- 524 324 92.0 42,9 42.9 372 37,2 33,2 Will Xr,5 30:5. - i9Q0 40.: 40; - 35r3 35.-314 81 CHART x5 Numbar ot art6hor tOtatiOnsrMulred ' Frame ..... Pkghl tuq 5r del Or:C Tcai Frattc NMth-rn9 10.0 90.0. 108.0.; 12tO 143.0" HiS- Jamb .-H68-..Jamb H6S. Jamb- H6s-. Jemb. 7 5 8 fi 9 6'.. 88, 0 6... 6 7. 9 9 6 ''.. 9 8 96. 0 16 . 6_. 7 8 : 8 6 9 6 Ui WINDMYS AND D003S LLC n,,^ 1 w. C'OSBY RD CARROLLTON, TX 75006 N v. SERIES 430744i) XIX SGD 43" x 96" RE N ORCEO WiMiLIT ADAPTER F EVAT ONS A 08- G2250 77 r7s, .j,- ti'tf3t4'jt3 t .,.....,T._ y A lLfR10 0 A ,4 X EXTERIOR INTERIOR 111- VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1: 2X WOOD FRAMING OR 2X BUC.K INSTALLATION JAMB INSTALLATION DETAIL M,l WNDUVS AND DOORS Ll oci W. CROSBY Fq-r) i ;' CARROLLTON, TX 75006 ti SERIES 430/440 XIX SGO 0 11 RIDNFORC.-D WITHOU: ADAPT ER -41, NOTES: 143" x 96 - - :=-o I - INTERIOR AND EXTERIOR FINISHES, By OTHERS, FRAP.E NSTALLAI[ON OETAI; 3 T NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 A -14 IC F. NIS 3 07 9 I 01 I. E VERTICAL CROSS SECTION kfE 'TAI STRUCTURE 1NSTAt6iT10N NOTES: t INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2112 I Alt JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION M '!1 NDOvJC AND DOORS i._LC 100' `,V. CROSBY D CARR6L:.TC;N, TX 75006 SERIES 430/440 XIX SGD 143" r 98" REINFORCED WITHOUT ADAPTER FRAME INSTALLA'iON DETAILS v .. 08-02250..... L dTS ':a-r. 1.0/30/13 '' 4..5;a 9 FF R 44' EXTERIOR v 2 - VERTICAL GROSS SECTION CONCRETEIMAi6tIR Y`iNSTWLLA TION Tv JAMB INSTALLATIONDETAIL NOTES: 1, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EPI 12 M WINDolOWSW. ANDOSEY DOORSLLC '0ikL0 W 111111,14 N loRDE CARRCLUMNCR, TX 75006•G'mBFgi N SERIES 43,0/ 440 XIX SGD 4 D "MTHOUI ADAP7LRRAMSNSTALLA'710N DETALS Z::; 143" x 96" REINFORC, TAT OF 0. 0 R % S' 7--T----5 Cr"" 17 7/3o - Q I SH114 T.- .. ......... . ....... . INTERIOR 1 f7-7 INTERIOR WIN A EXTERIOR JAMB INSTALLATION DETAIL WOOD 7CR7 U1K xP1INSTALLATION it VERTICAL CROSS SECTION WOOD FRAMING OR 2XBUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M11 ININDOWS AND DOORS L41C 0 W. CROSBY RD 01 : CARROLLfON, TX 750A6 SELPITS 430/440 XIX SG0 143" x 9611 K-!P,IFORCEO WITHOUT ACAPIER FLANGE INSTALLATION OETA L9 i`TAT OF CIRO." v" 08-022250, 10/ 30/13 i Cl L-X I I= HIUH VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION' NOTES: 1, INTERIORAND EXTERIOR FINISHES, SY07HERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR EXTERIOR JAMB INSTALLATION OETAIL METAL STRfICTUFE INSTALLATION M, '41INDOWS AND DOOMS LLC R .. L 001 W. CR,)SeY RD ZZ. CARROU14, TON. TX 75006 *\r, E Ny'. SCRICS 430/440 XIX SGO 0 143" x 9 cl, RE INFORCED WiTHOUT ADAPTER 1 - ' F rCk FLAN:;;. NSTALLATION DETAILS ft Af O 08-02250 A - ONAI; s NTS 10/ 30/13 7 I= It I r <; CONCRF_TEIMASONRY INSTALLATION p". _ _....__ NOTES: 1_ INTERIOR AND EXTERIOR FINISHES, BY OTHERS, e of NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 r 3 VERTICAL CROSS SECTION CONCRETOiMA ONRY INS TALLA TION / M ` HINDOAS AND DOORS L.LC ooi W. CROSBY RD CARPOI.A.TCN, TX 75006 SERIES 430/440 XIX SOLD 143" x 96" RLINFORCED WITHOUT ADAPTER FLANGE INSTALLA!l':N DETAILS 08-02250 A ly.F . u• 15%1' EXTERIOR w HOOK STRIP INSTALLATION MASONRY/CONCRETE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1 sil'"1II71rgR. LC)1 00 i W. CRCSDY <D 75006 N CARROLLTON, TX K' I6 6SERIES1x(l/440 XIX SGC 143` x 9E" RE WCRCE0 'WITHOUT ADAPTER OFIOCKINSTALLA110NDETAILSTAT. c V. os cra.5e At. Yt1/111114.11\t\ S nIF. 10,3C/13- EC-9. OF 9. t L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rilomas@lrlomaspe.com Manufacturer: M1 Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Engineering Evaluation Report Product Line: Series 420 XIX Aluminum SGD 143" x 96" Reinforced without adapter Report No.: 512970A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02250 revision A, titled Series 420 XIX Aluminum SGD 143" x 96" Reinforced without adapter, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-118 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMAANDMA/CSA 101/I.S.2/A440-05 Design pressure: t35.0psf Water penetration resistance 6.Opsf 3. Report No.: C1716.03-109-47 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t25.Opsf Water penetration resistance 3.76psf 4. Anchor calculations, report number 512970-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document. Maximum unit size: 143" x 96" Units must be glazed per ASTM E 1300-04, see installation instructions for glass options. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-02250 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, 1 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 1111 I ttlilt j cc41F018251 TAT O•j'k,` ORVOt Luis R. Lomas, P.E.: FL No.: 62514 12/13/2013 Florida Building Code Online Qc tr_ (GF ) Page 1 of 4 1€+9 `a, -cox ,,.,,r ai ttGRtDh DIVfRr CM s'a.,. 'ri' `` t ' fi" 71w.tN. 'R' Regulation.. r °; p d; r .- h q'`'(jf-. r• az' iF. .a lBus nessi`Profess orial iNOt"S' afvvn'Lzt 4C riStvt,t4:: Sf'ttptivN 48BCIS rofessi` Home Log In User Registration Product Approvall,wPublic User Hot Topics Submit Surcharge I Stats Facts Publications FBC Staff SOS Site Map Uinks Search Regulation t!!71t t$..:it.. i.fiv'/'t dM1A . u•l ..l eMduq or Apbliiation1.11M1 Application VersionCode Application StatuApproved 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 Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336) 251-1309 danny.joyner@amarr.com Brandon Gentle brandon.gentie@amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336)251-1308 brandon.gentle@amarr.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 Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE-0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 V 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 302 R6 tOC FBC Stiff EdiEion Affiri A66 IL-5302-1i5 odf 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 FL # Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Fl_5't02 R6 II lk-6009-_116-11 Orawlno 7-1_0 R:•.ndf Verified By: TOM SHELMERDINE 004SS79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a Installation Instructions. FL5302 R6 11 IRC-6009-100=11 drawina 7=10 sealed odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE 1RC-6009-10(L11 report 7°1115f Created by Independent Third Party; Yes 5302. 3 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Installation Instructions.. C- 6009-120415 Drawina 7-10 FL odf Verified By: TON SHELMERDINEb048579 ApprovedforuseoutsideHVHZ: Yes 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. EU302 R6 AE IRC-6QQ9-120-15 Rgnort 7-10 FL.odf Created by Independent Third Party: Yes Glazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302. 4 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-130-15, Thru 9' wide. Limits of Use Installation Instructions . Approved for use in HVHZ: No FL5302 R6 1I 'IRC=6009-110-15 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. FL5302 R6 AE 1RC.:009=130-15jRQOEt 7-10 FLDd( Glazing option shall not be used in wind-borne debris region I 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 FL5393 R6 II IRC 6009=140-15-Dra inn 7-10 FLDdf Approved for use outside HVHZ; Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other: Design Pressure +31.0/-35.1, 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. FL5302 R6 AE 'IRC-600o-140-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.E Stratford (M600); Heritage (M950); Oak Summit (M650} Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No Fi 534. R6 lI IIir=6Q09 150 iS Drawing 7=16 FL;ci4l Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R6 AE IRC-6009 150-15sport _146 4' ;adf Created by Independent Third Party: Yes Glazingoptionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302. 7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes fit Sara R6 •i1 IRC-6009-169 15 D"fawino 7-16 r -Lbdt. Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 45.3/-51.2 Evaluation Reports Other: Design Pressure +45.31-51.2, Not for use in HVHZ. E 5302 R6 AE IRC 6dd4-169-15Tteoort 1-10 FLDdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit ( M650) Limits of Use Installation Instructions Fl 5= RB If IRC-6016460 15 Drawina 7-IO FL Ddf` Approved foruseinHVHZ: No Verified By: TOM SHELMERDINE 0048579 Approved foruseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 15.2/-17.2 Evaluation Repo„ its Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. R-5307 R6 AE IRC-601E-100-35 Reoort 7-10 FL:odf Created by Independent Third Party' Yes Glazing optionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide: Oak Summit ( M650) Limits of Use Installation Instructions Approved for use in HVHZ: No EL 302 RblI IRC-601641o4S brawina 7-10 FL Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 183/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in HVHZ. Fl S30 Rb Al tR(, Qlfi-110-15 ReD"'17-10 FL Ddf Created by IndependentThird Patty: Yes Glazing optionshallnotbeusedinwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Oak 5302. 10 Stratford (M600); Heritage (M950); Dwg.'IRC-6016-120-15, 10' Thru 16' wide: Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5302 Rb" It IRC 6416412D- 5 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 21.8/-24.8 Evaluation Reports Other- Design Pressure +21.8/-24.8, Not for use in HVHZ. FL5302 R6 Af tRC-6016-120a j 5Agwrt.7-10 FL,odt 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. 51302.11 Stratford (MI Oak Summit Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. 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 c=02 R6 IP IRC-601E-130=15 DraMno 7-10 FL.D0 Verified By: TOM SH"ELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE I C-6016-13045 Report 7-10 FLodf Created by Independent Third Party: Yes 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit ( M650) https:l/ www.floridabuilding.org/prlpi _app_dtl. aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports 17L5302 R6 'AE JRC=6016-140-]_7 report 7-10 sealed:ndi Created by Independent Third Party: Yes I5302.13 j Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16' wide IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions. . FL , O R611 IRC-Oi6. 140JA1 drdwinn Z-10 seated.odt Verified'Byi TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL'S302" R6 AE IRC-6016-140-24reoort7=10 seated:Ddf Created by Independent Third Party: Yes 5302. 14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Ft:5302 R6'I1.: IRC-6616-145-24 drawlna'7-10 sealed.ndF Verified By: TOM SHELMERDINE 0048579 ApprovedforuseoutsideHVHZ: 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 1RC iQI6-145=24 reoort.7-10 swled.odf Created by Independent Third Party: Yes Glazingoptionshallnotbeusedinwind-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, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions. Approved for use in HVHZ: No F(L 07 R6 I 1t2G-6018-110-I5 Drawing 7-10 FLgdf 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. fj;5=R6 At IRC-5018-110-15.Reoort 7-10 FLJW,. 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-60181120-15, 1.6'2 thru 18' wide Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F S02R6 11 IRC-6018420-15 DravAria 7-10 FLodf Approved for use outside HVHZ: Yes Verified By: TON 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. QL5302, R6'(t' IRC 6018-120-15'Riort 7-10 Ef bdf 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.. . X. 1 ert: Conan Us ::.i!46 lMftA Fbmoe t+,rw: T;Ileha o:P `-n joa:_ ne 8531-J87.1S34 The State of Florida is an AA/EEO employer. C 0yrfdht'2007-2013-Sete of.Rorida.::: P,A•a[y'Stati+ment :: Aocessftillity SM merit :: Refund Statement Under Florida law, email addresses are public records. Tf you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395. *Pursuant to Section 455.275(1), Fiorida 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 here . Product Approval Accepts: W.®'. ZE E Credit , LE https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDqunL7seVZMF... 7/20/2015 ADJUSTABLE ROLLER CARRIER 4TTPCNED V/ 2) 1/' x I/2' 80.T A NUT PEP BRACKET 16 GA, DALV. RESIDENTIAL 3' 20GA STRUTS ATTACHED TOP ROLLER BRACKET V/ (2) 1/4' x 2/4' ATTACHED W"' 1/4' x NEK HEAD SCREWS AT 3/4' HEX HEAD SCREWS EACH CENTER STILE PER BRACKET Jill 3 x SEE PAGE E POI W.1nom J 0.AIED STRUT AND STILE LAYOUT'.. ...."en INSIDE ELEVATION a zaca STRUT ATTACHED V/ 2)11"X 314' tl.6l pJRASAT('. IEJH HEAD SCREWS RTRD )RINB[ ATr-cma AT END AND CENTER NAtD L4 y 3w STILES 3' BDGA STRUTS HEX HEAII SORM, ATTACHED W/ CD 14GA. DURASAFE 1/4' I.4 Him FILLER CARRIERS ATTACHED HEAD SCREWS AT TO ENO STILE V/ (?) 1/4' x 3/4' EACH END STILE FE% HE SCREWS PER CARRIER 2' 7-BALL STEEL OR NYLON SHORT STEM ROLLERS V/ 7/16' RETAINER FOR NON"THREADED SHAFTS T TYPaICAL: D1ptAfiAFE F1Np M ^3 M•? 1) 5/18' DIA.. t I-S/K LAG BOLT ATTACHED TO JAWB AT EA, JAMB BRACKET 2 % S 31P [w SP: NO. 2 OR 86-iim 2D GA CENTER ST YI 1 110 6RL' ' STEM ... 7/ 15' DM. BOLT REMAIN=- T x O/B'TRACK Il) PER ROLLER L DOLT AND NUT } 1 RIVETSTMpL t FHA^ K MOUNTNC DETAIL N. LS HOLES FOR STRUT ATTACHMENT CIF STRUT S RECLINED) DL O TYPIGAL STIL£ETIFf;- ENDSA. MINCEL \'- L-EE.(TADLE 1) ON PAGE 3 t. 1 M•STRUT SPACING VENTS PROVED.E 70 sR HY. se H. FOR OPTTO:EI TIDY A/ tt/ACN NkXfNP VENT) OF UNOHSTNUI:?ED IEAIRFLOWEARLTUH BRACKET Cp1T. S M/ GON' 14 CA THICK ATTACHED v/ CD )/4• X 3/4' IF_'% HEAD SCREWS 1 CATION LTC£ BOLTS k NUTS S/ TB' CIA s 1-5/8' a TRACK CONFIGURATION FOR 8'6' UP TC 14'-TAU DOORS, H. T.S..... Dd7 STEP WILL[AS N. vA >it6' I1LTAtNER, 11 14TtlO]EI K eAAA(R: rae- rTacADco: sHArTs A: TIDN ,4•r i 4ablAw WADS LH% Ad!T Suc NL7 tAA-L1 E TWO ( 2) RCVS OF TnENCHES (3) VENTSEQUALS15S. I OPT9VN. T p )' tli%'ATANS AND N016 TK ME7Tt00, OF TESTING WAS IN SUWANT1AL oaONi II! I— TlS A 1D 4K vEs,ITJL RIACR 1. i . 11 i:ne wa w AeTae To wAnrx a.Nes. 4lJ414GR4Q.4 09. 1q4 f1 M LO"D TBK4NCONFQRMA . THE fNtQCECURE .OESCAMW IN ASTM - TAax M DOOR . 2 ' AIR , • RET M "'"iOAm usw Lows v: E330AND ANS71OASaRA 108. TtiC PRESSURES SHO'MJ DN N.,x4 (ss/KN a a Le3/FT DRAIAING4 MERE CALCULATED USING ASCE 7-70 'MTFI THE S Do(ns .No HAIKMART. wi N DLsa. W TA lll) Az ssr PITH rr OARu. 1'mowmal PARAMETERS . 5 FEET OF DOOR MUTH IN THE -EH ANNSTALUV ,Kn1 srAND,wos QDOR 9ECn0NG 414L DE Y5 DA, All T,R147 AOIID FtMifO —T ZONE. ROOF AT.ANY SLOPEis carc4u.0 cwu*T WIND SPEED MPH t55 47 1 1 728122 - a nPParnxe s>wueYVRa ELLMDlr4 aHul DE oG .49. RT A g4T1: igI AgnL59CNN. INCJNEFD int RIND LOADS B C C34 D D rsaurm 01 ,)Bs oTAeNc RN ADpTK4N m o1NIR LOAEe+cs, TA81ES fN TXF. MACE ] f R aDniKMN. DDC4t 4oMS EXPOSURE LEVEL MEANROOFHEIGHT 1 30' 15' 25' 15' 25' 6 RBT11 1C ANO DtA DEBw 1wE69LT(ES FTANiR TUIUA+ 6? lTB KRER 3AK4lDDTAo.RldwsP70lS. S11SD on 4 To( W E 7 ..__ . . AKl.9¢it 179f Ws 8f 4A ISDAR) MAX SIZE 16, N1DTN >? 1-' Zai I 'SX. t144' HEIGHT qNT WCIL 1 el 6lA. Kos-: 40049,^r9 24.8'PSF 3i7iAos PSF yF n " 0RIQA6Ar - 37.2 "SF r rr+ rsiiat:s FL " N 10] CARR[AGF. C MG C7= MODEL /850 OAK SUMMIT w/ Dnr&Sefe MODEL,000 gnUTB0AD Tw/'l,-'^ r_aSafe. MoDEL`jflSD'RMUTA08 W/DuTaskf6 Short, n,,.ln"b h L)TLIE Sw ullafl. Pi nelb N SG BRABf EL! BATE 04/15/IS _ )RANK MAW F1 DI e S AAE a < ans i 1RC-6016.120 15 mT I or 3 0 i' 20CA STRUT LOCATED ON THE TOP AND DOTT04 IF GLAZED SECTION ATTACHED V/(2) 1/A• X D/!• NEX % Jf L j7 HEAD RCVf AT END AND CEIRERsli OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) r OPTI ONG PANEL TOP'GLATEA-lCCTILIN l3i'RllT ANA 5T 1:5 LA 1_• U71AT'IAN6 GIALNO'OPDOii ODR.1' OM OOCR9 f0'6 DR4dXM 1H'0 wIDG DOORS' lFSG THIN iSA FfiE NVST USE SI+D4' PANEL. GLAZING OR CLOSED SE4TICNS WOOD JAMS ATTACHMENT TO STRUCTURE l6f D.C. a U 1/2' EMBEDMENT) F FF FVTDi. USE PAIRS OF FASTENERS PARTING 6' FROM ENDS, USE PAIRS OF VLN ALAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH HOUNTING SURFACE. PRF.PARATTDN OF VDOD JAMBS BY OTHERS V s. ST14CEklRC-. ' CONCRETERUGT1l-- NpRUCTUFd.LW KOC GROUTED BLOC STSTRUCTIXtE S 1/ 2' MTN E-3 I-wr NON I Q' y JAMR TYb Kim v elmll OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STD-E LAYOUT) l LONG PANEL GLAZING FASTENER DETAIL SFAYtT PPNEL. CtPZIrG f'pSI EHEil DETAIL---------'-' NT. S. G AZING OPTION C OSS' SECTION GLA NG NppTT AVAILAYLE N V DEBRIS: REGION GLAZ NG'MEETS ASTM'E13 D'04 eeerrroF( bm WWOOW FRAME OPTIONAL De— INSERTS MIN. UV'PROTECiION PATH UV PROTECTION f R. 3/32- THICK SSB GLASS ISY I y A N T-' 2)) A css/i+fa Oor.lrwc 1 R ir EA(H LGMD'L`MO -mg. rvA E MOLDED INSIDE. FR, 1 SECTION B Al AVAILABLE TRACK CONFIGUR.AIIONS N, T.S... 0 CR MAX SI7Fq ifb' YADTH HE1rtrtiifl9Eu!!D' .R 1GNXT h. X. M _ o A bQTtv'y'GL Q• ..0 + .. At1BOOMWOocs of LOADS E y. a 1}1T ° ..• `` . 7 fin./^•tt y PSF 24, 0 PSF d Lo i'. z 32,7 PS' 37. 2 PSFFL R •..( li ^r `^.' 4\`j• K3 t f 4`1'" . J"••R'rE210 CARRUa GD.NT WVWTO -SN.E16. N.0 P.]f03 9m 2 IBM F.ki-.9 WAX == Now REM*" A Nl1C' two MAN*Am 1[PiL+?+2EfEs i.r Im wasa afm y= silo rEi:a" Eau maimKaliGltilrL.' LIGiiVi3Nra F;t a[ New amum am law 55"Mm Ram CAEN E imiall iomom sra ala lrt s aal 1 ®®®miG7fiMIEN MUM 1 1'IrR:+* ?B F3iiiim7! +71®Sstif MUM EaEUMMMAr x•"6.x tiff-M0wax1,11V= Siam a1zYtll ltSillQl"'71M11'Sa ti7CA! to FA IIiTE: IP Ik:AJi Im MUMIweFss>erri Aux ri 1 1 R` B C Q E' F O t L M N 1' 88 8UZ' Fs 2i,Q 3Btf4' Kitt2 5411i• TP 51JT itz 7f6' 46Yd'. 81 V4' 1/l. tl' Y .: Y#" Yd 33174" r4 t2 5i 1M 56 89 8 Va t8 4t+i• Ird' tla' 8t Yd rt tta" 8!< 5Yl f81f•S' SB:tld' 6t51. 4T 78v4 2S6'U4'9 i(I' PucxF,r aevzvsa, f`as,w,vz5,2't8iiVT 5c: L9tr2'gtVs 6iYd 72L79 f1C anvrasvrar a-Sao, trcr5vzQevrmvcsturs,vs vz, Yr va 1? tzs s va e vr< v:' eve 4avr sti vs s1 va n, x agYd cn v vz tlb v4' is 1fj taa yr 1.96 t2 13P SVT' 1 fF4 39 U d 671K 67Y2' g'U't' 85 Y7 fl5'W c 1141H' S, 32 7K lA6 YZ t36 MP ivz S vd 1flW B tK' 24,f1 2 i 1fd v Vt 4BYd 46 V2' aI vs w',li g„1t gt ttJr 1/d Y. t W 02 f/c R3vd 5 VT ii,W tT31Nt' 12fttl p it2' 361oC,$,,V ty yl' 1571F7 iGA Lk 16w,iL•a6i Q7 M 51 lF91 E:®1ii1.3 g3HC aiC'5i®a i SL dlF3ii®` IE f[:9I F IiCi7;:3J["1[:4 1i itttlL.""IElIF 71Li lri l i Asa-:a..»M-^c>.al uatL.ac•,Iss s ItastF.ta s a.lrrrr sr:eia tt atu:,ta Ar ra r...,r¢uut s o w w sxaaoe:.uus:at t m5attatz:,ws i t;carrr LTuc tts r: l I{ C I tRt E^,,. j[;;.[; C 3d:32 ICI'• a1r^r stt lwrw! nxlBaulmlw ttur yrta-raarrss..v 3lvKkd,')iFid31 6lE:At•rkq Sf tdffiJ to31IY]6iES:: amIw...F^a Ie:xeauyr, e5it} S.iY, it N'' TRUCTURAL NOL P.A. tructural Engineering a Investigations a Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Doar No.: IRC-6016-120-15 Test Date: 11/8/2012 Project No.: 12-114 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 Modet #: 600 Test Pressures: 32.7 psf, -37.2 psf Test Location: Amarr Garage Doors, Winston-Salem, NC ASCE 7-10 Criteria: U to 5 Feet of Door Width in Zone 5; An Roof. Slope; Enclosed Building Exp. B, 30' MRH E C,15' MRH Ex . C, 25' MRH Exp. D,15' MRH Exp. D, 25' MRH 11 155 mph. 141 Mph 134 mph 128 mph 122 mph 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 21" high 25 gauge galvanized steel sheet. Each section was reinforced with two 3" 20 gauge galvanized steel struts, except 1 strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at, each end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15. Manner of Test nw, This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance insubstantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was framed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of 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 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for Ito 5 minutes. Step 5: Load the door to 150% of the Design. Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat I 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 } `aQ t`fi3l e pgltd Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0' o° ea 1 Si1 BprP Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin w' '``«•1 C1V 'd"•,'eo 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 t' `'•.fir glass minimum - meets ASTM E1.300-04) may be installed in I section fdE3 ' irk Submitted By: D /• STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412) •- Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenues Greensboro, North Carolina 27410 a (336) 856-2686 a Fax (336) 856-2687 • NC Firm #C-1096 r Florida Building Code Online FL176762 Page 1 of 4 i 4 '(i'enl if BCIS Home Log In User Registration i Hot Topics I Submit Surcharge Stats & Facts ; Publications ? FBC Staff BCIS Site Map 4 Links ; Search B.usines iU) Product ApprovalProfessUSER: Public User Regulation Product Approval Menu > Product or ADplication Search > Application List > Application Detail p¢ FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE St Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 f Validatot I Operations Administrator) MI Windows & 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 ))sting in the next issue of the AAMA Certified Products Directory: The approval Is based on successful compleUop of tests, and the reporting t4 the Administratot ofthe 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 TESTEDAAMAWDMAICSA10111.8.9JA440-08 LC-PG4W-914x2134 (36x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPQ NO, SERIES MODEL.B PRODUCT MA)UMUM SUM TESTEDDESCRIPTION 3540 SH' :(FIN) FRAME SASH MI Wmdows & Doors, LLC. 7158 PVCx<;N(IG)(IN5 GL) 914 mm x 2134 men 867 mm x 892 mm '. Code: MTL REINFXTILT)(AS 'M) 3'8" x 7'0'7 2110" x 2'11") 2 Phis .CMifiication 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:. B2133A1-1.09-47 Date of Report: August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1111) Validated for Certification h'4-4 TomIdted Laboratories, Inc. Authorized for Certlfication Z Ae' Architec turalctuural Manufacturers Association Florida Building Code Online Page 3 of 4 IEvaluationICreatedby IRndep dent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No OS/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 RI II Install - 3540 SH Fin 52x84.odfASTME1300-04. 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 511854E 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.pdf 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 II 08-01371B li.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 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 1 of 4 FL17676.9 i. Cjepagrner, Busines BCIS Home j Log In User Registration ; Product Approval Hot Topics } Submit Surcharge } Stats & Facts Publications i FBC Staff SCIS Site Map Links Search Professional USER: Public User tr}y uation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE 2j Validation Checklist - Hardcopy Received 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 Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 FL # Model, Number or Name Description 17676.1 13540 SH 3604 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: 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.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.Ddf 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.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x63.pdf 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 4402 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.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.pdf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x84.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 117676.7 13540 SH 152x84 Fin Frame I 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 Rl II Install - 3540 SH Fin 52x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 13540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x74.pdf 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 511854E 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.pdf 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.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.pdf 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.Qdf 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.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.pdf 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.pdf 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 ll.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988E 1371.pdf 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.pdf 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 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.Ddf 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 52x84.0df 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- R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(072016) Approved for use outside HVHZ: Yes Rev.pdfImpactResistant: No Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 4802 (As Tested).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 108x74.Ddf Verified By: American Architectural ManufacturersASTME1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bade Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send elecumnic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 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: RE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 aiidator / Operations Administrator) MI Windows & Doors. LLC P.O. Sox 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA C'ERTIFICA710N PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for iisting in. the next issue of the AAMA Certified Products Directory: The approval Is based pin successful completion of tests, and the reporting to the Administrator c&the resul% 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. SPECIFICA71ON RECORD OF PRODUCT TESTEDAAMANVDMAICSA10111.S21A440-08 LC-PG40*-914x2134 (36X&4)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. , SERIES MODEL$ PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 3546 SH (FINLESS) FRAME SASH MI Windows 8 Doors, LLC 7157 PVC)(OIX)(IG)(INS GL) 914 mm x 2134 mm 861 mm x 892 mm Code: M f L REINF)(TILT)(ASTM) 310" x 7'0") 2'10"' x 2'11") 2 Thistertification .will expire July 27, 2020 (extended from.Juiy 27,10.15 per AAMA 10344a) and requires validation until. then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 81910.01-109-47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev. 1 /11) Validated for Certification i 4k ou ed Laboratories, Inc. Authorized for Certification IqZ Ameri.Architectural Manufacturers Association 3F... MAX. r'i?AME lh/,,D..1.I.. I e i ANCtiG•i S ''O BE / L a. Q SP,.LL" ...._D, SEEANCHORCHART i; F?f:l T 1 FO!4 tiNf!' j I SIZE AND .ANCHOR JANITTY L 84 MAX. HEIGI?T6 i X i1.... - L d........................... SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors rmequlred 0t each amb Height in) Pan, I width (in) 24.0 1 30.0 136.0 24.0 2 2 2 30.0 2 2 2 36.0 3 3 3 42.0 3 .. 3 3 48.0 3 3 3 54.0 3 3. 4 66.0 4 4 4 66.0 4 4 4 72.0 4 4 5 7.0 4 4 5 84.0 1 4 5 1 5 TARLE. OF CrNT'E::N'I'S SHEET. NO., DESCRIPTION ELEVATIONS, ANCHORING (.AYOU`I> AND NOTES 2 .. 3 1 INS T:A!..lATK N DE. rAILS DESCfti^?lOy RATE=PPPr) .,E NCTEES,: 1} : F!t:. R!'2CDUCi SFtOWfd HE P_,;:!,' IS C)E::3i^NE:D ANii MAN I.iFv=.CTi.1RT::D ..- ;:)MP!'% v`11"t Pcoui REMEPrrS OF THE FLORIDA BUILDING ;CDE. 2; WOC,f) FRAMING .AND MASONRY OPFNING '1"0 BE.. DESIGNF:'1 AND A.NCH()RED To r' I?OPERLY '!T P.NSFER ALL LOADS TO ST'RIJUURE. FFIAViNG AND MASONRY' OPE:' NING IS THE R::SPONSIBILT'Y OF THE: P.RCHIIECT OF: E.NGINFE:R OF RECORD. 71 +: X NICK C dER MASONRY/CONCPE'TE iS 10PHONAL. WHERE 1X R.;JCK IS NO` USED DISSIMILAR MATE; IN S MUS7 BF SEPARATED *11H APPROVED (:OATiNC OR VEVIBRANE. SELECTION OF COATING OR '•,IEMBPANE 1 i T!'E VSPOIN:- 3 1. 0 THE ARCOI'ECC'TOR ENGINEER OF RECORD. 4' A J OW-ARE_E STRESS INCRE:AS ri 113 1H'AS Nr I US.D IN THE D '.SIt:',N THE PkOC.%U':; T SF'iG„t`i FIe.H'r..!id. :":!Nr., i..(.,,:, .-:J.tr,ii:).v r:e..TCIR (;d-1.6 WAS Ui .. FOR W',OO Alii:HOR CALCULI\TONS. s FRAME MATERIAL: EXTRUDED RIGID PVC. SAS H. r} :>.'..::HUNITSMUST BE REINFORCED snT rvt.- ;1—C2^ STEEL REINFORCEMENT. F"fNG RAlt.i Mi`5T BF.. REINFORCED; tA'!TH RF 104S- r.. N r a=.NT. E E.. FGR.,E.),.. T : a;T HE .,LAi.EL PER .ur.d F:t;.;ip-(,ul. Pi; APPROVED IMPACT PF;CJT CTIV.. s\`STE :`l :,,'... F2•'yy Rl;j FOR THISPRODUCT IN 'KIND BORNE DEBRIS ? F N , 0m hlVT AS, R O I R4 ('. T FACH INSTA I.A^;ON ANCHOR -VVITH OAD PEARNG, SHIM. SHOA WHERE SPACE 1;!1. OR G. ATE R OCCUR`_. I'J: tiXlvIUM... AD. OWABLE SHIM ACK TO BE 1/'4' 10) FOR ANCHORING IN'T-G M.ASO!vRY; CC)fd :RFEI'f: USE: V I C" TAPCONS WE'rH SUF - C.IE:NTLENGTH ._ ":C! IEiE A. 1 1/4" MINIMUM EMBEDIMENI. INTO SU3STRAIE WITH 2 5/8" MiNIM'UM EDGE DISE, rAN I..00ATE. ANCHORS AS SHOWN IN ELEVATIONS AND iN STAi..I_ ATION DETAILS. FOR ANCHORING INTO ( WOOD FRi1b!ING OR 2X SUCK USE #8 'WOOD SCREW W!TH S .1L"., IrIE i LENf.ti ( ItI E:V(. A 1 3j1%i" biNH!` I:113:.t`t1E i !N,:i) L .CAR: Af C"QR:S AS :'.,t('WN IN E:,.W la n :S- N I vS P.L..A'I;.:N 12) A;.L. ' ASTE:NERS I,) :3E. GORf;OSION ;R1.1,4>rAvf. 131 'JSTALiAT DN ANCHORS SHAL BE INSTAI,L.ED IN ACCOROANCE WITH AI:CHOR p,.":nNtlFht:TLIREFf" 5 iNSTA;_1ATIC}N iNtiTRi.l TIOyS, AND AWC'HORS Sikl. NOT BE SED IN '. _SSTRAI , ' NIrH KENGTH.. LESS THAN 1HE M NWOM ST`<EN! TH SPEC I' lED HEL:')4N A.. WC)D. E' — WNIMI-W SPFCIRr Rti11TY OF G_0.4. 01SICI E:.... M111111MUM C OMPREESSI' S'I;RE.N'_;iH 0,1,92 PSI, C; MASONRY -- STRENGTH CONFORMA)+1^_ '10 ASTM 'C;-.90, GRADFt N, Tv PE GF2 G?=ATER. SIGNED: 1012112011 MIWINDOWSiWT © ARCKED DOORS 5 R Iltlp 5 GRANTZ, PA 17030-0370 v,•ti C Ns+s VO6 SERIES 3540 FINLESS PVCSINGLEHUNGWINDOWSTEELREINFORCED — NON —IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES yoOF.• eq` s'-<ORIOP oR:::vti: uwc; ru;. ei 08—01 372 iis/ QMAI`a\ S7a7 cnT NTS 10/17/111 OF 3 Reos.cIN-1 2/ ;:zJ,>l/'Yl-lf,J`D i:FAMINt' 4" M.AXI 1 i4" MAX. PI3IP6" MIN. sAMPRCA! SEA] 'IT 8AFEE) A IRROVq S INTERIOR CK :r,(,) By 2x i", Ell F,R'iF"- E E ............. INTERIOR6EXTERIOR sr. CONS"'I'VION t"DHF.ILi, S E 14.2C 7. 9:1-ii-,</1410111"D w 1 - VERTICAL CROSS SECTIONVERTICAL . ..... -- .......... .. RF . ............. FRO 2X BUCKIWOOD FRAMING INSTALLATION EXTERIOR SET IN Brl,-, Al -PROVED ','EALA NT HORIZONTAL CROSS SECTION 2X BUCK/WOOD FRAMING INSTALLATION Cl. C) EXTF-:-,(O, RI"-H.."', By No" T MI WINDOWS AND DOORS 650 WEST MARKET STREET R Lol/ E Nq GRANTZ, PA 17030-0370 P 0 SERIES3540FINLESSPVCSINGLEHUNGWINDOWATAT w STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS rl 0, V. L. 08-01372 0 NT S 10117111 2 OF 3 BY OTHERS P ..,- TiONAL 1X BLrK BY 01HEI*,',S, iX DUC.k F) BE PnKRY 4050. HE NM5 3 BCH I AN,,'E TO BE SUN ISM 01: APMUND SEALANT EXTERIOR FUME TO BE SUM UD OF VPRT/E! SEQA T MEMO Ix BmK BY UMERS, I X SWK TO BE PROPERLY SUE NOTE 3 SHIE'ET 1 MAI SiNt" HEA"', TO F-E SIL! M A BED OF AWITOVED CONARMON Smm!T INTERIOR 7 VERTICAL R S E N MASONRY/CONCRETE INSTALLATION SILL To BE SIFT it" BI ED Ai`)F.RO',F.D, ChWARKPaq AMETV: 1/4- MAX, 5m.1%i MSCRWI )N i 1/4" MIN. 1/42, MAX. LMBEDI,41 _N , I . SI iM r- 3116 TAPCO'N By WHERS INTERIOR 2 5/8" 0Pi1(;NO 1x BiJuK BY EXTERIOR 1*0 BE 0 BEPpl,;IPEF\,.,Y SEUIRED,. SEE WME 3 SHEET 1 SE! i,')f APPROVED SEN ANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION NOTE: INIEF',110R AND L)1!FPK,iR WJNISHE,, BY OiHERS, LAR!T`Y. BY UMERS NOT SH-)4N F,,-.)R Ni650l WIWESTNDOWMARKETS AND DOORS 0\111111/1/1 STREET PA 17030-0370 0 OF NS' fGRANTZ. p SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 PSI STEEL REINFORCED - NON -IMPACT 36" X 84 d J? INSTALILATION DEVILS QZ ZORVft'A, NG ! 10 V.L. 08-013 IIS-At, (* NTS 10/17/11 jrl-"3 OF 3 L. Roberto Lontas P.E. 1432 Woodford Rd. Lewisville, NG 27023 336-945-9695 rilomas@lriomwspe.com Manufacturer: MI Windows and Doers 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540 Finless PVC Single Hung Window— Non -impact Report No. 511989 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. SupparHng Technical Documentation.- 1 . Approval .document: drawing number 08-01372, titled Series 3540 Finless PVC Single Hung Window - Non- mpact, signed and sealed by Luis Robertd Lomas P.E. 2. Test report No.: B1910.01-109-47; signed and sealed by Michael D. Stremmel; P.E. Architectural Testing, inc. York, PA. AAMA/WDMNCSA 101/I.S.2/A440-08 Design pressure: +40.10/-50.13psf Water penetration resistance 6.06psf 3. Anchor calculationsi report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Is Maximum design pressure; }40.0/-50.0 psf Maximum unit size: 36" x 84` Units must be glazed per ASTM E 1300-04. Frame and sash material: Extruded 'Rigid PM Sash stile and rails and fixed meeting rail reinforcement: Roll formed steel. This prodUctis not rated to be used in the HVHZ, i 1 his product is not impact resistant and requires, impact protection in wind home debris regions, Installation: Units must be installed in accordance with approval document, 08-01372. Cwiirrcation of Independence: Please note that I dorft 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 I wIiI#_1/Ill/, t c R . L Q ji 0A-.TAT;OF 1 k= o yffONAL'10i Luis R. Lomas, P.E. FL No.: 62514 11 / 0712011 e Florida Building Code Online Page 1 of 4 F117676.16 r 0'! BCIS Home ! Log In 1 user Registration Hot Topics i Submit Surcharge Slats & Facts ' Publications i FBC Staff f BCIS Site Map Links Search Fx' Business(f Professi6i a Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ...._ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 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 Year 2008 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 w Florida Building Code Online Page 2 of 4 of Prod FL # 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: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contrail Expiration Date Impact Resistant: No 08/26/2016 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 40x66.i)df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.pdf 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.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: 1-C-P63U. 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 FL0676 R2 11 Install - 3540 SH Fin 44x84.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 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 52x84.odfASTME1300-04. 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 36x74.1)df 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 511854E 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.pdf 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.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.pdf 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 10.1)df 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.pdf 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 08-013716 11.1)df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.pdf Created by Independent Third Party: Yes 117676.12 13540 SH 152x62 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.pdf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 II 08-02269A 12.pdf 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 , FL17676 R2 AE 513015A 2269.Ddf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date impact Resistant: No 04/12/2017 Design Pressure., +30/-30 Installation Instructions Other:R-PG30 FL17676 R2 II 08-02270A 13.Ddf 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.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 II 08-01514 512141 df 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- R2 C7326.01 3540.AWS.IG.fIN.48X72,R35.(072016) Approved for use outside HVHZ: Yes Rev.OdfImpactResistant: No Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units, must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 10804 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 10804.Ddf Verified By: American Architectural ManufacturersASTME1300-04. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bade Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 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 here . Product Approval Accepts: go ® RE Credit carrl I .SAFE https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Validator / Opera6ons Adin1nlstrafur) MI Windows & Doors, Inc. P.O. Box 310 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The produadescdbed-belowis hereby approved for:fisting In the next Issue -of, the AAMA Certified Products Directory: The approval Is based on successful completion of tests, and the n6portin to the Administrator of the results of tests, ac opmpanded 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 TESTEDAAMAIWDMA/GSA 10111.S. 2IA440-0 LC-PG35-2731x1867 (108x74) Negative. Design Pressure =-50,psf COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT DE$CRIPTION MAXtMEIM SIZE TES ED M1 WittdOws +& Doors, Inc, 10817 3540 TRIPLE SH (FIN) PVC)(Ot)LOtX.O00(IG) FRAME 2731.It m X 186T msm SASH 860 MM x 919 mM Code; MTL 1NS GL)(RE1NF)(Tlt-T)(ASTM) 9`0" x 6'X 2'10" x rel 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, C7327.01-108-41 Date of Report: May 7, 2013 Validated for Certification J ' 4-4- 1 od fed Laboratories, Inc. Date: May B, 20'13 Authorized for Certification Cc: AAMA JGS ACP-04 (Rev.1/11) American Architectural Manufacturers Association 2" typ.. 2" typ. T7 2' o.c. max. n J" CLEARANCE ALL FOUR SIDES) WHICH l /2' ELEVATION 10t3' FLASH 6Y OTHI Anchor see Sectior Details) txarto. Min Edge ;1 SILL DETAIL HEAD DETAIL SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Nalling fin before, fastening. SHIM AS REQUIRED 6 X 1-5/8" SCREW (SHOWN NTH 1/2" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD. . Notes: 1. Installation depicted based off of structural test report 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 ore assumed 2x S—P-F (Gm0.42) 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 toad 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 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 CWIRT FASTENER TYPE AND SPACING SHOWN 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 am Min Ede Distance V. M. INSTALLATION INSTRUCTIONS o amx DAM ec FASTENER SCHEDULE — FIN — JAMB DETAILM 3540 Single Hung NONE 1 1 Windows & Doars Continuous Head and Sill Oft Gratz, PA 1 113540 SH CSH FIN e 11 Florida Building Code Online Page 1 of 2 Flonda Departmentd BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats & Facts Publications ! FBC Staff BCIS Site Map Links Search j Busines ( ' fProfessirYaiyj Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL18644-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/18/2016 v.date. set to reapply per S^Urich's req.zb.02/25/16 El MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com 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:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRsfAEr... 5/26/2016 Florida Building Code Online Page 2 of 2 Summary of FL # Model, 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 B9102 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 FL18644 R1 II 08-02818.Ddf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513610.Ddf Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 Rl C CAC APC 3500 FLS 81X63.Ddf 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 R1 II 08-02818.1)df Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513610.Ddf 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 - F1910.0l.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 Rl II 08-02858.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 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 96x60.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 R1 II 08-02859.pdf 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 Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 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 here . Product Approval Accepts: to REE-1-341 eC zl CreditSCArFE https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquIGtg5bCXRsfAEr... 5/26/2016 Florida Building Code Online Page 1 of 1 i',7'a"','a:ai 7 '' q.yp,7:,y. .;,. 1=.:.CLil.1l+CJ y tl C,CJ.A:LL1,:.0 ' P • tl Ronda Departmentof BCIS Home f Log In I User Registration t Hot Topics Busines -- E q Product ApprovalProfessinal4USER: Public User Regulation Ltl6pRR00AE `"2*,,# .'r QBPRDI i81QN9° CISkt[AGTib9PiE kubmit Surcharge I Stats & Facts 1 Publications FBC Staff I FICIS Site Map I Links I Search Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 18644 ALL ALL ALL ALL ALL ALL ALL FL# Tvpe Manufacturer Validated By Status FL18644-R1 Revision MI Windows and Doors Category: Windows Subcategory: Fixed Steven M. Urich, PE 717) 932-8500 Approved History Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 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 here . Product Approval Accepts: is Credit AFE https:Hfloridabuilding.org/pr/pr_app_lst.aspx 5/26/2016 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION I 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 TESTED AAMA/WDMA/CSA 101/I.S.2/A440-08 LC-PG50-2057x1600 (81x63)-FW COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 3500 PW FRAME MI Windows & Doors, LLC 8817 PVC)(0)(IG)(INS GL) 2057 mm x 1600 mm Code: MTL ASTM) 6'9" x 5'3") 2. This Certification will expire April 30, 2021 (extended from April 30, 2016 per AAMA 103-15) 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.: B9102.01-109-47 Date of Report: May 29, 2012 Date: February 16, 2016 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h' 4-4- A oci ted Laboratories, Inc. Authorized for Certification T Ameri Architectural Manufacturers Association REVISIONS 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. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATIONS 3 — 7 INSTALLATION DETAILS I REV I DESCRIPTION I DATE I APPROVED i 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1 /2'' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1 /8" THICK MINIMUM 20. 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. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81 " X 63" NON -IMPACT NOTES DRAWN: DWG NO. N.G. 08-02818 SCALE NTS DATE 9/1 3/12 1 SHEET 1 OF 7 SIGNED: 0911412015 REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS M ETAL STRUCTURE BY OTHERS APPROVED SEALANT 1 /4" MAX. HIM SPACE HEAD TO BE SET IN A BED OF APPROVED SEALANT r vrr m 11-1n Il.ir 7r 7 7 SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. BACKER ROD SHIM SPACE & APPROVED SEALANT METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. SHIM SPACE TO BE SET BED OF APPROVED SEALANT INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION I REV I DESCRIPTION I DATE I APPROVED I 1 1 /4" MIN EMBEDMENT i 7/16" MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT 1 /4" MAX. 1 /4" MAX. SHIM SPACE SHIM SPACE INTERIOR 5/8" MIN. EDGE DISTANCE 8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81 " X 63" NON -IMPACT FINLESS INSTALLATION DETAILS DRAWN: I DWG NO. N.G. 1 08-02818 SCALE NTS DATE 9 / 13/ 12 1 SHEET 3 OF 7 EXTERIOR EXTERIOR REV SIGNED: 0911412015 R! t'L o51 — TAT OF ssZ4NAl.,ti? 1111 REVISIONS CONCRETE/MASONRY e BY OTHERS 0 4 a a a OPTIONAL 1 X BUCK SEE NOTES 3 - 7 a SHEET 1 1 O Da BACKER ROD a 1/4" MAX. APPROVED SEALANT o a SHIM SPACE EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS HEAD TO BE SET IN A BED OF APPROVED SEALANT INTERIOR VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION BE SET D OF ED SEALANT MAX. PACE CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 3/ 16" TAPCON REV 1 1 /4" MIN. EMBEDMENT f 1 /4" MAX. SHIM SPACE DESCRIPTION 2 1 /2" ULlu MIN. D EDGE a 4 DISTANCE o D a BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR EXTERIOR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81" X 63" NON -IMPACT FINLESS INSTALLATION DETAILS DRAWN: DWG N0. N.G. 08-02818 SCALE N TS DATE 9 / 13 / 12 1 SHEET 4 OF 7 DATE APPROVED SIGNED: 0911412015 0, V603F k- 0 . TAT EVip:i:"*';cORVO't` REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT VTCO /!'10 BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS METAL STRUCTURE BY OTHERS APPROVED SEALANT AIM SPACE IEAD TO BE SET N A BED OF APPROVED SEALANT F.rvrr.r.7rWvwl IL i.l1.Tr li7 SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT M ETA L STRUCTURE BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX. SHIM SPACE TO BE SET BED OF APPROVED SEALANT VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION I REV I DESCRIPTION I DATE I APPROVED ' 1 1 /4" MIN EMBEDMENT f 7/16" MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT 1 /4" MAX. SHIM SPACE 4 5/8" MIN, EDGE DISTANCE 8 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81" X 63" NON —IMPACT FLANGE INSTALLATION DETAILS DRAWN: I DWG NO. N.G. 108-02818 SCALE N TS DATE g/ 1 3/ 1 2 1 SHEET 5 OF 7 SIGNED: 0911412015 x, ci 1R I t L D /,(// G E N S•gcA fir• oh251 •*= TAT9 OF REV]i'`••;cCOR OP•G'\ AL,ti? tllll REVISIONS CONCRETE/MASONRY BY OTHERS a v 4 d d a o d OPTIONAL 1 X BUCK SEE NOTES 3 — 7 d SHEET 1 1 BACKER ROD --" APPROVED f JmH L 1 /4" MAX. SEALANT LJ o SHIM SPACE EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS HEAD TO BE SET IN A BED OF APPROVED SEALANT INTERIOR VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 3E SET OF SEALANT X. C E REV I DESCRIPTION I DATE I APPROVED CONCRETE/MASONRY 1 1 /4" MIN. BY OTHERS EMBEDMENT OPTIONAL 1 X BUCK , a 1 /4" MAX. SEE NOTES 3 — 7 f SHIM SPACE SHEET 1 a DQ 3/16" TAPCON a a INTERIOR D Q . D. a ial d . 2 1 /2" MIN. EDGE a a DISTANCE ° J. D v v BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 & 3540 FIXED WINDOW 81 " X 63" NON -IMPACT FLANGE INSTALLATION DETAILS PRAWN: DWG N0, N.G. 08-02818 SCALE NTS DATE 9 / 13 / 12 SHEET 6 OF 7 SIGNED: 0911412015 o\\1l I I1//// 5 R • O i E N 4-.TAT OF O REV :•d' ; 0 RIOP G\a\. i s/0NAl.ia L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rl lomas@]rlomaspe.com Manufacturer: MI Windows and Doors, INC 650 West Market Street Gratz, PA 17030 Engineering Evaluation Report Product Line: Series 3500 & 3540 Fixed Window 81" x 63" — Non -Impact Report No.: 513610 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(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02818, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: B9102.01-109-47 signed and sealed by Michel D. Stremmel, P.E. Architectural Testing, Inc., York, PA. AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: ±50.13psf Water penetration resistance 7.52psf 3. Test report No.: D3210.01-109-47 signed and sealed by Michel D. Stremmel, P.E. Architectural Testing, Inc., York, PA. AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: ±35.09psf Water penetration resistance 7.52psf 4. Anchor calculations, report number 513610-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to installation details. Maximum unit size: 81" x 63" Units must be glazed per ASTM El300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02818. 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 S • • • • ZN r • ,251 • yt Cr rr TAT OF d' .10R10 ' J00NA1.lE Luis R. Lomas, P.E. FL No.: 62514 02/23/2016 0 i Florida Building Code Online Page 1 of 3 Florida Departmentof BCIS Home f Log In User Registration € Hot Topics 1 Submit Surcharge Stats & Facts Publications F FBC Staff 13CIS Site Map Links Search Busines -- Prodc Approval8PublicProfessinalUSER: User Regulation Product Aooroval Menu > Product or Aoolication Search > 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 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE R" Validation Checklist - Hardcopy Received Certificate of Independence FL18504 RO COI FL COI.odf 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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 5/10/2016 Florida Building Code Online A Page 2 of 3 e Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 FL # Model, Number or Name 18504.1 M-1926 Horizontal Mullion 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 Description M-1926 Horizontal Mullion Single, Twin or Triple with Transom Installation Instructions FL18504 RO II M-1926 Horizontal 08-01455A.Ddf 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 II M-1926 Vertical 08-01445A.pdf 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 II M-2285 Horizontal 08-01834A.Ddf Verified By: Luis R. Lomas PE-62514ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FL18504 RO AE 512521A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO II M-2285 Vertical 08-01833A.0f 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.0f 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 II M-2302 Horizontal 08-01456A.Ddf Verified By: Luis R Lomas PE-62514ApprovedforuseoutsideHVHZ: Yes 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.Ddf 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 II M-2302 Vertical 08-01447A.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 RO AE 512071A.Ddf Zone 3. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 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 https:Hfloridabu ilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 5/ 10/2016 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.S., please click here . Product Approval Accepts: ap a NI® Credit caul https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQ... 5/10/2016 0 b J ` o z 7.7 J M G Z W o z T W O J I Z O 2 N OI M d N p T W J CL 0 Q rZWM Q zO oO Z p W W O Ja^ Q of Z F- O V 0 U` pa q Z w nl J a FZ V) ^ W JQ w tOJ O Z cn qQc o wv10 W. :_c o u "o, Uz< a >O \ tea. W S W O z S O mi U O!_\W4 OU G ' m r Z 3F- NMI O q w> m Q Z a W Z I V) p U Q - W) ow Moo t o C J N QZ1_ -Iwo II Z xmm D w U Wzo- ro o OU Q S W\ i- V LQ _ uuV1l<<0 z w4zi c C t'-'L, U VQIwo:3 m¢owp2z z c aJo > OzU TOW c 7cUU O JS Z Uoo Cl -I- C U O Q w U t!1- W sa UW s z O z w L umC`00 O c W4 m a cry :2E7c - - O _GQ O O Ja z—c Zci Z liq ZT O z Jz>- z Q O W rW JcVzp UZ v; z,Q, ,l_ c c U z L J Z 7Qt U O WC rn S WcWaf w z zS~\z iz ZC =w0 ZVWNjUw - Ln IOUO QUC'- 00C¢ w w zgwwwZUnQa J afccrminUUvsOZcOC U:-OJ = zzZw rO C z GSWcnwcoWCl) U z 1= w a z.. _ z S Q O V U W oa W o O n W Z J Q Q Q U1 IZ0 O z Q O O Ln w W w o ` wz r o r ~ z uc OG zzw U w ozW >- c m r Q J ate~ Q o z . cw o Warn c via wlo w` 7 `°V) o rQo o Ta m-` W cJa W O O z zL_ Co N 1=eL cc. w> eZ o z= prri oWC U wZo o zw 1=- z U a-c m O- o 3? w 7 7z awc o J mz U zop= a Wad -r tI z W W z2o o n z W v S~ NC zo Lu1C OZ WZ OF- v o AM me ,zw 4 w pm - c I - CD wo c GO F-> Oc Qz J,z q qp O Z= O O_ d 3 O J Q m c ©rQ-1- H C V1 iW zzVIWV) Q o ZtnZ wZ O <J 2w q0 c J ZQ Q r W per, Qzu C WQWK o o z 7 w U Z O a J O wT ZC, C w[h -,Z C 2 1 ;n? o- Er 0C 1-U oW W O C qrQ "^ Z w (n J F - S V7 a U a (n JN SLoC` W U W O Z c I T a Q J o o 7 h 'o Z Q oZ O o W W o W Q QV? ZGzc=w W >z q z o- tiLzO 4 U C 1c N wu w 1 woo w z j U Ow OQw a0W Z z zpQN'-'-iz W w U 7 W Oc I 2c mZ W oZ -,z W Z Lr Q Zw 5i; C O4 < am Ca OCC Olcc Q a O<U, O y U1pzuAJaL"~ Wa's Uo c rw oC ca0 QaF W o K C a_ aQ z no 7zo a U Job Q ozz Com 1-e' CD cl- n f ` U,,Q Q Oo r`J cV) mQa QZU UL7a3agmWa oZs N w O wW UF=In 7 p22KW r a WzZgcwO> o z o JOU w, azN -w a-o QOW NQ n ca W~ zH WZO a ace ocl 3 0 C 'zc wzz zwz C OOzt,'7 7w n = w z~ a c F-Lga-_jz azCr zap cW 30 o _w w> CQv UiU a0 NUo OZ Vl cnz 1-1- J1.c O Gzu wq ac wOz z= WI zZ 7zwC CC W= we - I- O UWQc we O=ao7w N W J§ i HU3yr- c Q o L Q a O n 7 (. t, 3 o .. J W a - S t- o o(_) C O n J h- In 1 :> o o 0 0 a Z U O 3 — tZ3 o O 1 1 \\ \5 w iI r7 O 3 „zo- 0 3 00 O p 3 2 z Q— i z f_ r7QU J m n= a a o s 0= 3 \\ \ r O 3 p o m Z 00 c':n 0 3 0 LJ LD ecru=C z -,- O 's 2 00CY i = v V) p cn 3 o 3 r z_ 0 3 A Z \ 1 Z Z c = N c = 5 N z 4 a O a O O WO J 2 r W nOKMDZJ 0 7 N C 0 aa 0 Z wo J vai o Q o 0 y oQ U z Z Mh n a^ Q OQ W JN N 7z i \ a 2O A W N Q o \ Z 3 i- cv w 0 ZO U o O p 0 1A N O OfNCVv Mai Z2M 2- h u) V N mm goo C InpoCi u C t0 h t00 O lV O J o00 3 ro E Z$ d'm icM•, 000corno a M a-oa8r00000vfn C p N m c4i giMnmm F pOp O O C O O 6 oo sovinM C oj imhv vmcovMn o r a a H N 00 00 M O N h 0 na Yf MM i mu°ia b ao ovrn2 rz a O n 0 O O m h M qbqQ QbAtp un O N N O 7 N N 0 X C O X p O N N O tig z ; corti - ' atiN n o Lowo 0 1—¢co i O OCry O rMujJ O 2 h QQ y c 0 o 0 rN_ Y J ~ N O C ry N N f— 2 ul C i J O QJJ JU w N w z Q \ Z_U W W zz Q Ln jSv W \W No z o0 0 o onb v o w S> 0- O ID H U l w J W w N u a 11 Z / CL w I I v L aj u. i Z' W j/ ' Z M n Z W Q:: - 0 0 0 W O J w n0KM J U/ ZZ- M V F0 0 M Q Q OIC0JNW Q O W 10Zy0Q UZ 0 Ire F 0Z0 Ncf)Q Z 3 NMI Q O oJZ O O !r M N 0 NI z o > L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-2302 - Vertical Mullion Engineering Evaluation Report Report No.: 512071A 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 08-01447 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512071-1 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 -Borne 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 08-01447 revision A. Certirication 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 111111.1//// E N 051 TAT OF O' FiS' 0 RIOP •G' Luis R. Lomas, P.E. FL No.: 62514 08/ 07/2015 53 Florida Building Code Online Page I of 2 NMI BCIS Home Log In User Registration j Hot Topic Submit Surcharge ( Stats & Facts i Publications ( FBC Staff BCIS Site Map Links Search QQ r}}Qpr* Id tJ..?•I :i43 io4JJ.ibwaliJ1 Product Approval USER: Public User FStuSL ... "env > p gdvU orAcolkaficn Searclt> 6. i^ List > AppllcMlon Deten_ FL # 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 V 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 7. King, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence 942010 CertifioU of Ingetlendepo.odf 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 1 Option D https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 0 ACW AMERICAN CONSTRUCTION METALS 5140 West Cliflon Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). 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 this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soffit and/or 7' x T batten strips. 5. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TABLE OF COMMITS _. . SHEET# DESCRIPTION i T ical elevofions 3.genem1 notes p Ponel detals 3 Soffit details & design pressures 4 Soft detolfs & desl n pressures 5 Soffit details, design pressures & bill of materials TRIPLE 4 N T•44112 (.011 T THICK) T-" 4(AI3TTHICIQ QUAD 4104) x "12 (.011 B' THICK) Q-4-014 IA1aSTHCP W, M n4 fit! 1111 o n m U N •• a 0 o z Em ome J maa BY, JK m ar LFS N P..-12019.i o A SPAN - A ' SPAN " S ` t AN " " A ROOF OVERHANG ROOF OVERHANGROOFOVERHANG """'" ROOFROOF - ROOF FRAMING i '• • •~~ J o m m FRAMING FRAMING - - '/', lLlllll`` o ALUMINUM u a Z dL ALUMINUM FASC14. S TRIM IFASLIA \ ` TRIM op c oa chu DR `— — SOPF,T CMUORCZ SOFFIT— _ CMU OR SWOODUFFIIWOODw00Dv°O C" 5FF.DETAIL"A" FRAMED N_%EE ETAIL"C' FRAMED SEEDETAIL"A` FRAMED `SSo: SEE DETAIL"B`DETAIL"D' SEED[TAIL."C SIDE VIEW - SINGLE SPAN w,(F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS SIDE VIEW - SINGLE SPAN w/3-CHANNEL Shown w( trusslfiaming cantilever) (Shown w/ tross/Trarning cantilever) (Shown wr trmVrraminy cantilever) Ln a SINGLE SPAN LENGTH DESIGN PRESSURE (PSI) POSITIVE NEGATIVE 0' 70.0 141.0 10" 60.0 6010 12" 50.0 50.0 u" 38.5 38.5 l r TRIM NAIL ATTACHED THROUGH FASOA NOTE: 4? 16" O.C. MAX. FOR SQUARE CUT OVERHANG, STAPLES INSTALLED @ 12" O.C. (INTO WOOD) n Q TRIM BOTTOM OF FASCIA FLAT IN JCHANNElSLOT OR T--NAIL @ 1T O.C.> o AGAINST PANEL (INTO WOOD OR MASONRY) g 7 STAPLES LOCATED 24" O.C. INTO FRAMING 11 STAPLES LOCATED 8 A Pr O.C. INTO FRAMING i ts" 30.0 30.0 DETAIL" B" F-Channel 1 I Q o2 r---- _ 6' ( _ -- I'MAX. DETAIL ,r C „ uZ r n: X. s 1"1W. J-Channel a nIfarv- STAPLES INSTALLED @ 12" O.C. (INTO WOOD) IN JCHANNELSLOT OR i-NAIL @ 12" O.C. out n s= N,T.S. 5 bwc ar. JK m n er DETAIL D SUBSTRATE NOTES: 6k trr: LFS ; J-Channel Facia I. WOOD SUBSTRATE: G = 0.42 OR BETTER 2. MASONRY SUBSTRATE: 3,ODD PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90). onawiWo NO,. P fL-- 12010.1 ° on steer 3 or 5 n n"m DESCRIPTION MATERIAL 1 FASCIA 0215 THK AL 3105- Hl4 ALUMINUM 2 J" CHANNEL 0155 THK AL. 3105. H24 ALUMINUM 3 T"CHANNEL,0155'THK.AL. 3104-Hl9 ALUMINUM 5 QUAD 4 PANEL (.0115 OR .01 W THICK) AL. 3105 ALUMINUM 6 TRIPLE 4 PANEi (0115 OR .0:135' THICK) AL. 3105 ALUMINUM 7 15 x 13/4" TRIM NAIL S.S. 8 18" GA. X 1/4" SS STAPLE W/ 7/8" MIN. EMBEDMENT) STEEL 9 2' X T BATTEN STRIP IG -.42 OR BETTER) WOOD 1. 10 APA B-C- GROUP 1 ENT. 15/3T PLYWOOD OR BETTER WOOD 11 097' DIA. T NAIL w/ 5/8" MIN. EMBEDMENT . . STEEL 12d X 3-1 /4" H.D. GALV, STEEL COMMON NAIL @ 24" O.C. fw/ 1-3/4" MIN. EMB. s DETAIL" H " IX2 VERTICAL FRAMING (G>=0.42) ATTACH w/ 2-8d COMMON NAILS 0 TOP TO ROOF FRAMING STAPLES INSTALLED @ END OF PANEL AND B' MAX. O.C. SEE DETAIL'J' C. MAX. WMAIL A. DETAIL I " N`" 41 SPAN "p. h k... , N>,iaROOFCVERHANG 'rllr n 4i`` o nm I tl QVXZG ROOF SEE DETAIL" B E m = m° C (3 FRAMIND. r (SHEET 3)' w" 9 q L / 1 12dX3-114' EMU ORH.D. GALV. STEEL. — COMMON NAIL 0 ZV O.C• SEE DETAIV A ` ,- / —— WOOD w/ 1-3/4" MIN. EMB• (SHEET 3) FRAMEU CONTINUOUS SEE DETAIL BATTEN @CL SPAN STAPLES INSTALLED SIDE VIEW DOUBLE SPAN W/BATTEN . END OF PANEL AND (shown w/ truss/fiaming tantilev&) W MAX. O.C. SEE DETAIL "J I TWIN SPAN LENGTH w/CONTINUOUS BATTEN A" DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 16" 70.0 70.0 66.5 66.5 20" 60.0 60-0 22° 54.5 54.5 24' 50.0 50.0 SPAN " A " d--ROOFOVERHANG 1 SEE DETAIL "G" SHEET 4) ROOF FRAN146 SEE NOTE 2 I j I i WUUO SffDETAtL I µ8;—1 FRAMED SEE DETAIL " A" SHEET 3) _ SIDE VIEW - DOUBLE SPAN w/.BATTEN . CONNECTOR NOTES: ( Shown w/ truss/flaming overhang) 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 2. 12d COMMON NAIL OR 3/16" ITW TAPCON CONCRETE SCREW 2 MASONRY SUBSTRATE: 3,WO PSI CONCRETE (ACI 301) IMIN. 1-1/4" EMBEDMENT) 0 24" ON CENTER OR HOLLOW BLOCK (ASTM C40). w a c e i Z u JKs2FS aLD: cr `_ oao o Florida Building Code Online Page 1 of 2 Profesiunal. Rega#anon ';I r Dtx±a9tyt#tCtt, Fi.'k d t l'1n., ner4of aCIS Home I log In I User Registration ; Hot Topics u m t ..urc arge a a s u Ica ions Sus{ erJtrofpJi I Product Approval USER: Public User Reg;,1 ation MMEM ftWAl;L&=0UjWV > Prodo t of amlxalion..5,grns.:. fed 2i14l.: TA > A001I.Ca'Voin Detail . P 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 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@atiasroofing.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 Florida Professional Engineer 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 ATL136014 2014 FBC Ptd dQj= E a a= Shingles. odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7156 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=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Summary of Products r L FL # Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Approved for use in HVHZ: Yes Installation Instructions ki'6365 R4 11 {tTL13002 4 2014 FBC Product Evatuatitm 5hinQles.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16305 R4 AE ATL13002;4 2014 MC Product Evaluation 5hiriales.odf Created by Independent Third Party: Yes r Contact Us :: 22AQl4oEMMonroe Scree T`Wssee-FL 3iM Phork, 850-187•.1m.: t,{Iavrim 12007-2613 SLIte of Fldrkfa.:: Privacy Statement :: .. .. _ _ :: f bLr4 5fatemetuTheStateofFloridaisanAgfEEOemployer. _ ,. Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records -request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487,1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please dick here . Product Approval Accepts: FR E Credo r+f https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDquJBMj gU 1 j 3N... 7/20/2015 R1 E-0 ZEM K Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770)612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (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 wort No. Standard Year PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-109-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM 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 reportis 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. ATLAS ROOFING CORPORATION CREEKAsphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462, Tough-Mastef@ 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 wlScotchgard 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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION.. . GlassMaster@ 30 & Basic Wind Speed (V it): Tough -Master® 20 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. 19132 in.. plywood or wood plank for new construction; Min. 15132 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 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. T. 1" Nails 1 w 12' — —12- - -- j— 12"-- Figure 1. GlassMaster@ 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) 36" Nails Ah--1 a *mom — 12" 12" -----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 notity:CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AMT" Architectural Basic Wind Speed (Von): 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 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. 39M, .- An, 12 ga QNQMed roofing nail f — MLh nnn Wa' heed J f/ ttP 1A' c o 0 0 0 e M :o .o CD ci0 0 0 0 o I 6 I6, arwFigure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002. 4 FL 16305-R4 _-.,Page 4 of 9. This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED TECHNICAL SERVICES, LLC Pinnacle® Pristine & StormMaster® Shake 6' Basic Wind Speed (V u): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ)t Installation (Non-HVHZ).: ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below: Installed with 6 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 39 310' Wn; 12 ga..9a an dwo1Mg Mli 0 nM, 348' Mad G:. 12 P 1' 12 r- IR a... I t :: Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) W 12" ad nng.W.,U9 shank nM V 1 /'— MA.0 3tread rJ O O O O O OO: = M CD 393V 6 7/8' 7 12' Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern i J 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 shalt 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. 1011111111111 CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (Vwi): 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. 19132 in_. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern 1w r. T Inw t ' Figure 8. StorrnMaster@ 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. REE TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V it): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in, plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below. l I F2 ge_ 1-Sf2" nn; s!,w,k Hall 1^ Figure 9. Pro -Cut® Starter Strip ATL13002.4 _ .. FL 16305-R4 Page 7 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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 (Vui,): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind,. 12 ga. 1-1/2" ring shank nail 12" 6" ' I I Figure 10. Pro -Cut@ Hip & Ridge ATL13002.4 rL 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 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3.. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 4 phi '•, G, ENS"-. No 74Q21 cr it STATE OF • CERTIFICATION OF INDEPENDENCE _....._ 2015.06.2 912:55:48 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation: CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ATL13002.4 END OF REPORT FL 16305-R4 9of9 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 CODEV" EDITION (2014) Manufacturer: ATLAS ROOFING CORPORATION 2000 Riveredge Parkway, Suite 800 Issued June 29, 2015 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 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) 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 Construction 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-170-02-01 ASTM D 3462 2009 ATL13002.4 . _ FL.16305-R4 . Page 1 of 9 This evaluation report is promAded 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. ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster@ 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -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-CutV 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 wtScotchgard 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. 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 CREEKTechnicalServices, 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 & Tough -Master® 20 ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (Vat): Max. 194 mph Basic Wind Speed (Vasd) Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min..15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installation (HVHZ): 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. Installation (Non-HVHZ). 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 r Nails a« J.4 12- 12- Figure 1. GlassMaster® 30 & Tough-MasterCD 20 4 Nail Pattern (Non-HVHZ only) 38" - Nails 12"—--12"-12" -- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATI-13002.4 FL 1.6305-R4 Page: 3 of 9 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3> The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ProLAMTm Architectural Basic Wind Speed (Vun): 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 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. 39 WS' ton. 12 ga galvariaed roofing naY wth M 3B'head iw t4' 0 0 0 0 0 oO o 0 0 0 o 0 0 0 0 6 tk" Figure 3. ProLAMT1 Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTm Architectural Shingle 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 4 of.9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notlfy 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 (V it): 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. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements.. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 39 3A' Figure 5. Pinnacle® Pristine and StormMaster@ Shake 4 Nail Pattern (Non-HVHZ only) 39 3m, a w a+wro+e re snr k n 71n' — f,F C)OOr-._0000 GO 000Q000 Ci 6 Figure 6. Pinnacle® Pristine and StormMaster@ Shake 6 Nail Pattern ATI-13002.4 FL 16305-R4 Page 5 of 9 This evaluation report is 1proVided for State of Florida product approval under Rule 61G203.: 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 (Vuit): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 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 % Nail Pattern" detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern 9. 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 (Vun): 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 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° e 2 gs. 1-ln` rirti shank nail J IT p 3 Figure 9. Pro -Cut@ Starter Strip ATL13002.4 . FL 16.305-R4 Page 7 of 9 This evaluation report is.provided for State of Florida product approval under Rule 61 G2073.- The manufacturer shall notify iCRF_F.KTechnicalServices, 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 tt): Max. 194 mph Basic Wind Speed (Vew); Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in.. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min: slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-518 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" 12 ga. 1-1/2" ring shank nail t. 12" I i 1 Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-R4 Page 8 of 9 This evaivation 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 LIMITATIONS 1) Fire Classification is not within the scope of this evaluation,. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 20 5.06.2 E N N`74021 f 912:55:48o. 04'00' P STATE OF : Gu N' Zachary R. Priest, P-E. I—j %,, 5 Florida Registration No. 21 I Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in 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 This4val iatibn'mport is.prrovidedfarState of Florida product approval :under Rule,61G20-3. 'The°manufacturer shall notify+ CREEK Technical Services, t M'Df any roduct that c r qualify assurance changes throughout the duration formhich this repot is valid. This evaluation, report does not express nor Imply warranty, instaltatian; recammentled use; ar athe(product Attributes that are not specifically addressed herein. Busine5 Rr(?SSI Product Approval JJ ' USER: Public User Regulation y nn pioduetAdaiovalManti>- '>:Appllcatlon:t}st. r Search Criteria . Refine Search. Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FLU Tyne Manufacturer Validated By Status FL15216-R2 I.Revision I InterWrap, Inc. Category: Roofing John W. Knezevich, PE 954) 772-6224 Approved History Subcategory: Underlayments Contact us 2114041it_hADIfrez fitrect. Raba •ISS! EL 12399nM4: 950;483_1 a The State of Florida is an AA/EEO employer. a ':'.-=ht 2t107-201H Sjat i:6l` Flnnda::: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail- It you have any questions, please contact 650.4B7.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment 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 supplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: 10:® Crcd tSbrFE https:// www.fl.oridabuilding.org/pr/pr_app_lst.aspx 7/20/2015 Florida Building Code Online Page 1 of 2 10 PW _i fl0++ro&. PPG MEN. ,Ci' - t 1u4;iniess 8 Orofessidt"61 Requlatlon , ;' (311l . FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551)574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/2015 Validated By John W. Knezevich, PE i Validation Checklist - Hardcopy Received Certificate of Independence 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_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description IS216.1 RhinoRoof 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 other: See ER Section 5 for Limits of Use. Installation Instructions ELIS216 R2 II 2015 04 FINAL ER INTERWRAP RHINORQOF FL15216- R2_ndf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports ft i5216 R2 AE 2015 04 'FINAL ER 16(g FtttuaAP RHINOROOf FLl_5_21b- R2.odf Created by Independent Third Party: Yes L..J, tPexf Contact Us;: 194q:Notttl rMni'de Stuff Tapahassee FL 32334 Phone: 950-497-I - The State of Florida Is an AA/EEO employer. Comm. pht20Q74013 Rao otfmtlda.:: Q MSta ,-::=0111W24 Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact e50.487.i395, •Ptusuadt toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an etrii9 tirls IFtheyhaveore. The emails provided may t/e,us W fer official caaatie crtjon wq.h the licensee. However email afddm3Sfs are public record. If you do not wish tosupplyapersonaladdress, please provide tire'Deyarttttent with an e'aW.B aEAress.which can Min"e:ayallable bo the public. To determine if you are a licensee underChaptei455: fS•, please dick-bim-, Product Approval Accepts: WINMI Credits - trel AFE https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 7/20/2015 J TRINIIYIERD 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 FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 614320-3 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 Sul Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E, on 04/27/2015, This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named dient CERTIFICATION OF INDEPENDENCE: 1. Trinity]ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. CJT RINITYJERD 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, 1507.9.3,1507.9.5 on Heating 1507.2.3, 1507.53, 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: Enttty Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ 002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 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 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in_various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert 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 AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 516 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 II or D4869, Type If underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certificate of Authorization #9503 FL15216-RZ Revision 2: 04/27/2015 Page 2of3 C)o I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof1i20:. 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 Sin` le Laver, Roo "Slo e > 412 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 <.Roaf Slope < 4:1.2 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 CIA 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 EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificote ofAuthorizotion #9503 F1.15216-112 Revision 2: 04/27/2015 Page 3 of 3 II TRINITY ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.6 on 04/2712015, This does not serve as an electronically signed document; Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client 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 TrinitvlERD 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. 0 TRINITY 1 ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 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: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COCI-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 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 Trinity]ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tate Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with requirements for ASTM D226, Type I or II or D4869, prepared roof covering to be installed. Exterior Research and Design, U.C. Certificate of Authorization #9503 manufacturer's published installation instructions and the Type II underlayments in FBC Sections 1507 for the type of Evaluation Report 140510.02.1Z-R2 FLS5Z16-R2 Revision 2: 04/Z7/2015 Page 2 of 3 rTFUNITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20:. 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Sln tIe Laver, Roof Slaoe> 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. 6.4.3ouhle Laver 212 < Roof 5iooe <4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-112 Certificate of authorization k9503 FLiS216112 Revision 2:04/27/2015 Page 3 of 3 0211112015 13:41 fAX) P.0021004 MIAMP MIAMI-DADE COUNTYcomPRODUCTCONTROLSECTION DEPARTmrwr or f at%ATopty AND ECONOMIC RESOURCES (R8R) 11805 SW 265treet, Room 208 Miami, Florida 33175-2474 BOARD AND, CODE ADmiNiSTuTioM DIVIs10N T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) Southeast= Mttatit 1M nufacturang Company, Inc. 11801,I6dustry Drive Jaclrsottville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docut entstian submitted has been reviewed and accepted by Miami -Dade County i ER. -Product-Control Section to be used in Miami Dade County and other areas where'hltowed'by the Authority Having 1nrisd10on,(AH:l)., This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,, the manufacturerr will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. R.EK iverva the right to revoke this acceptance, if it, is dotermined. by Miami -Bade 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: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively af'f'ectingthe 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 shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. Co`llao, R.A. 4 f 0at 4 NOA No.: 13-0814.09 6ANat?a t Expiration Bate: 04/15/19 Approval Date: 01/23/14 Page I of 3 0211112015 13:42 (FAX) P.0031004 ROOFING ASSEMBLY APPROVAL Category: Roofing . Sub -Category: Ventilation Material: Steel Minimum Slope: 2.12 TRADz NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: W-nufactured by Diroetta oas Vest Product licallSpecifIcations Descr gttottWeather vent Vent: 4- A" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange. 24" x 52" Thickness: 0.0217 inch. - MANuvACTmir, LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agem Toat Identifier Tat Name/Renort Date PRI Asphalt Technologies, Inc. TAS 100 SEE-W2-02-01 08/14/03 ICC- ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Deteription. "s/ n" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3%" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation. Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-%" galvanized ring shank roofing nails spaced approx. 8" 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: 04/15119 ApprovAl Date; 01/23/14 Page 2 of 3 JI 02/1112015 13:43 f4 P.0041004 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application Instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shalt not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Soul as shown below: DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF TMS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04115/0 Approval Date: 01/23/14 Page 3 of Florida Building Code Online Page 1 of 3 t er R , afes9`1-b RegUlAon fl.. . il! f VL . I WIN IHH ."d BCIS Home I Log to User Registration ; hot_f f FBF1tla. . Produtt Approval C SI • usea: aubrc user Reg0ulation Aooficatlor: tJst > Application Detail Will 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 Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL2147-R5 Revision 2014 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. MTek Industries, Inc. 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwert@mii.com David Wert david. c.wert@mi i.com David Wert 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com David Wert 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii.com Structural Components Truss Plates Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC Quality Auditing -Institute Ltd. 12/31/2D15 ICC Evaluation Service, LLC. et oe rnr rp+*ificate of Ihdeoendence for Evaluetlomodf Referenced Standard and Year (of Standard) Stanr Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf:.. 7/20/2015 Florida Building Code Online Page 3 of 3 Cre itSAF f https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Excerpt from 1CC-ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by - hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial. embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the. Manufacture of Metal - Plate -Connected Wood Trusses. IMES Evaluation Report LbK-1,511 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the lntemational Code Council DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www._ mil,com.. EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HSTm 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Code (IBC) a 2012, 2009, 2006 International Residential Code (IRC) IN 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC, 2009 IBC code sections referenced in this report are the same sections in the ADIBC Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek® M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1..46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0,54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area; Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1 t/4-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-2.0 and MII 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage 110356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3,8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced (),25 inch (6.4 mm). Each slot has a 0.334nch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HS'm: Models M-20 HS, Mil 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0,0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/44nch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0,254nch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, CC -ES Evaluation Reports are nol to be construed as representing aeslhe7ics or any other attributes nor specifically oddressed, nor are they to be construedasanendorsementofthesubjectofthereportorarecommendationforitsuse. 77tere is no warranly by ICC Evaluation Senvice, IIZ express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report Page 1 of 5 Copyright 0 2015 ESR-1311. 1 Most Widely Agee fed and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in'IPLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 Douglas fir -larch 0:5 .. 176 121 137 . 126 Hem -fir 0.43 119 64 102 98 Spruce -Pine -fir 6.42 127 82 75 107 Southern pine 0.55. 174 126 147 1 .2 M-20 and Mil 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 165. ._ 148 129 145 Spruce -Pine -fir 0.42 197 144 143 137 Southern pine 0:55 .... 249 190 184 200 M-20 HS, Mll 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 1.11 97 Spruce -Pine -fir 0.42 148 106 107 103 Southern pine 0.55 187 143 138 150 For SI: IItAff = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood .grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to loadAiltrussplatesarepressed. into thewood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses thatusepartialembedmentfollowedbyfull -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mill 20 M-20 HS, Mil 20HS.AND MT20HS Efficiency Pounds/inch/Pair of Connector Plates Efficiency Pounds/inch/Pair of Connector Plates Efficiency Poundslinch/Pair of Connector Plates Tension Values in Accordance with Section 5A.4.2 of TPI-1 (Minimum Net Section over the Joint)' . Tension @ 00 Tension @ 900 0.70 0.36 2012 1013 0.50 0.47 mo 820 0.59 0.48 15.05. 1219 Tension Values in Accordanoewith TPI-1 with a 06viation tree Section 5.4.9 (e)j Mwilmurn':Net Section Occurs over the_JourTt Tension @ 00 0.68 1945 0.62 1091 0.67 1716. Tension @ 900 0:30 849 0.48 841 0.52 1321 Shear Values Shear @ 0° She @ 301 Shear oQ 600 Shear @ 90° Shear @ 1200 Shear @ 1500 0.54 0.61 0.73 0.55 0.48 . 0.35 71 1041 1173 1402 1055 914 672 0.49. 0.63 .. 0.79 0.55 0.42 0.4ti 574 738 936 645 490 544 0.43 0,61 0.67 0.45 0.34 0.3 761 1085 1184 792 608 537 For St: 1 Iblinch = 0.175 N/mm, linch = 25.4 MM. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this litre passes through a line of hales. ZMaxlmurrl. Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 5 of 5 0,12V 0.2W 0,5W 0.36w 3 2 nun 5 rmm 12 7 mm 9.3 DOD ROD goo DOD Go 000 Ono 000 Ono 000 00 goo DOB Ono Ono M-20 HS, M1120 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) IMES Evaluation Report ro%, QUppir,1111r0rrL Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www-mii.com EVALUATION SUBJECT: MiTeeTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HST}e 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, MII 16, M-20, Mil20, M-20 HS, MII 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeleTruss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, M1120 HS, and MT20HSTm, described in Sections2,0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Buildingandthe2014and2A10FloridaBandingCode—Resid#Ptlal,. provided the design and installation are in accordance with thetherolsionsnotedinmasterreport. Intemationaf8ufldingCode:.(l13C).pv Use of the MiTek® Truss Connector Plates M-16, Mil 16, M-20, M1120, M-20 HS, MII 20 HS, and MT20HSTm has also been foundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a qualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. Pr P rCC-ES EvaJuatian Repairs are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed asanendorsementojthesubjectojthereportorareconmtendationjotitsuseThereisnowarrantyby /CC Evaluation Serntce, LLC, ex ess or tnt /led, as — to any finding or other matter in this report, or as to any product covered by the report. Page 1 of 1 copyright 0 2015 IMES Evaluation Report r-or`"IJ' Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orcl (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com.. EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M46, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: of. 2012, 2009, 2006 International Building Code (IBC) u. 2012, 2009, 2006 international Residential Code® (IRC) 8: 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC: Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek®M-16 and MI116: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1'/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and Mill 20: Model M-20 and Model MII 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, D.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6A mm). Each slot has. a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, MII 20 HS, and MT20HSTMr: Models M-20 HS, Mil 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0:9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1 -inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0..45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construedasanendorsementofthesubjectofthereportorarecommendationforitsuse, There is no warranty by ICC Evaluation Service, I..LC, express or implied, as to any finding or other matter to this report, or as to any product covered by the report. Page 1 of 5 Copyright 0 2015 ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ibiin2/PLATE) LUMBER SPECIES SG AA EA._ . AE EE M-16 AND MII 16 Douglas fir —larch Hem -fir Spruce -Pine -fir Southern pine 0.5 6.43 . 0.42 0.55_ 176.. 119 127 174 M-20 and Mil 20 121. 64 82 126 137 102 147 126 98 107 122 fir 0.5 220 .. 1.95 . 180 190 Douglas —larch 0.43 185 148 129. 145 Hem -fir Spruce -pine -fir Southern pine 0.42 0.55 .... 197 144 249 190 M-20 HS, MII 20 HS and MT20HS 143 184 137 200 .. Douglas fir —larch Hem -fir 0.5 165 139 146 111 108 135 97 107 143 109 103 0.42 148 Spruce -pine -fir Southern pine 0.55 187 143 138 150 For SI: 1lbrin` = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load wood.grain. perpendicular to load EE = Plate perpendicular to load. wer presses that ned.grain perpendicular to load 3AII truss plate are pressed mtrs the wood for the full depth of their teeth by hydraulic -platen embedmentplaten presses presses, multiple roll use partial embedment followed by full -embedment rollers, or combinations of partial emibedment roller presses and hydra0tic- that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For SI: 1 Ibrinch = 0.175 N/rrtm, uncn = zo.-+ nun. NOTES: MinimumNet Section — A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation, For these plates. this litre passes through a line of holes. 2Maximurri Net Section — A line through the plate's tooth pattem with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted Page 5 of 5 0.125' . 0 2ST 0-8W a 3w 3:2,mm Edmm 12.7mm 93min QDD 000 60D 0Q Goo ODD p o 000 D 00 a no 000 000 goo Goo C G Poo Dun 0,00 M-20 HSI Mil20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) IMES Evaluation Report Reissued June 2015 This report is subject to renewal June 2017. wwwJec-es.orn (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 wWW-nf i-com EVALUATION SUBJECT: MiTeO TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HSTM' 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek®Truss Connector Plates M-16, Mll 16, M-20, MII20, M-20 HS, MII 20 HS, and MT20HS'm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: a 2014 and 2010 Florida Building Code —Building 8 1 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTele Truss Connector Plates M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT2 described in Sections rids B20through7.0 of ihs master evaluation report ESR-1311 .comply with the 2014 and 2010 Florida Building Code —Buildingand :the 213i4 and,2610 W04ida 13ulldfrtg code.. -Residential; provided the design and installation are in accordance with the Interttatinriat Building. "do {tlb ) prdvisllons.noted in the blaster report. Use of the MiTeeTruss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSw has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For pri>diacts ing under Florida Rule 9W3, verification that the report holder's yealoifyi s ecfions be program oanducted is,:the qualify assurance eitfity approved. by the Florida Busldtng Commission for the type p an a .royal bedvalidationentity (or the code, Official when the to art. holder does not posse...... Pp .... Y resppnsjility of af'. oprov. P the Commission). This supplement expires concurrently with the master report, reissued in June 2015. er attributes not specifically addressed, nor are ICC ES Evaluation Reports are not to be construed as representing aesthelics or any othe they to r implied, as construed as an endorsement ofthe subject ofihe report or a recommendation for its use. There is no warranty by ICC Evaluation Service. LLC, express or to airy finding or other matter in this report, or as to any product covered by the report. page 1 Of 1 Copyright 0 2015 IMES Evaluation Report cam-1.31 ` Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council° DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MITek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: 0 2012, 2009, 2006 Intemational Building Code® (IBC) it 2012, 2009, 2006 International Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 I8C..20091BC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek® M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4:8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 1114-inch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MITek® M-20 and Mil 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch p,$ mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details., 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HSTIA: Models M-20 HS, Mil 20 HS, and MT20HSM metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0:013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 314-inch-by-1-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal,, Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details; 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, 1CC-0 Evaluation Reports are not to be construed as representing aesthetics or any other attributes nor specifically addressed, nor are they to be construedvasanendorsementofthesubjectofthereportorarecommendmionforitsuse. There is no arrant b 1CC Evaluation Sen•ice, LLC, express oimplied. to anyfinding or other matter in this report, or as to any product covered by the report. Page 1 of 5 Copyright 0 2015 Page 3 of 5 ESR-1311. Most Widely Accepted and Trusted TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (IblinzlPLATE) SG AA EA AE EE LUMBER SPECIES M-16 AND Mil 16 0:5 176 121 137 102 126 J8. Douglas fir -larch. Hem fir 0.43 119 64 82 75 107 Spruce -Pine fir 0,42 127 126 122 Southern pine 0.55 174 ... M- 20 and MII 20 0: 5 185EE 195 180 129 190 145 Douglasfir -larch Hem - fir _... 0.43 148 197 144 143 137 Spruce - pine -fir 0.42 249 190 184 200 Southern pine 0.55 M- 20 HS, Mil 20 HS and MT20HS 0. 5 165 146 135 143. Douglas fir -larch 97 109 Hem- flr OA3 139 111 108_ 107 103 Spruce - pine -fir 0.42 148 Ia7 143 138 160 For SI: 1ibfin` = 6.9 kPa. NOTES: Toothholdingunits = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendtcuAf to load, wood grain perpendicular to it ad 3Alltru66pratesarepiedinto.the vkood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partialembedmentfollowedbyfull -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. TABLE 2- EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY M- 16 AND Milt 16 M-20 AND MII 20 M-20.HS, Mil 20HS AND MT20HS FORCE PoundslinchlPair Efficiency =Poundslinch/Pair Efficiency PoundsMch/Pair Efficiency of ConnectorDIRECTION of ConnectorPlatesPlatesTensionValues. in Accordance with. Section 5.4.4.2 of T. _(Minimum Net Section over the Joint)' . 1505 Tension @ 00 0.70 2012 0.50 880 0.59 Tension @ 90° 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a f}eviation ISEe Section 5.4.9 (e)] Maximum .NetSectionOccursovertheJointTension@ 0° 1945 0. 62 1091 0.67 1716 0.68 1321 Tension @ 900 0.30 849 0111131 841 0.52 Shear Values 0.49 574 0.43 761 Shear @ 0°..0.54 1041 738 0. 61 1085 Shear @ 300 0.61 1173 0.63 Shear @ 60° 0.73 1 1402 0.79 ._ 936 1184 0.55 645 0.45 792, Shear @ 90° 0.55 1055 608 Shear @ 1200 0.48 914 OA2 490 0.34 Shear @ 150° 0.35 672 0.46 544 0.3 537 For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: Minimum NetSection - A line through the plate's tooth pattern with the minimum amount of steel for a specked orientation. For these plates, this lute passes through a line of holes. 2Maximum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. Forthese plates, this line passes through a section of the plate with no holes. Page 5 of 5 ESR.-1311 I Most Widely -Accepted and.Trusted 0:12V 0.2W 0.9t)13+ 0,366' 3.2mm 6.4mm 127mM S3 L goo Ogg ODD l a 0 ODD r Goo OGG ODD goo BOB ODD @00 Goo 000 VODTH M-20 HS, M1.120 HS, MT20HS FIGURE 1-APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (In Inches) (Continued) ICC-ES Evaluation Report Icarc-1 1 rov vuNN...•.-•• Reissued June 2015 This report is subject to renewal June 2017. WWW.icc-es.org j (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 DO —WOOD, PLASTICS AND COMPOSITES Section: 0617 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mill 20, M-20 HS, Mil 20 HS, AND MT20HSTI 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, Mll 16, W20, Mll20, M-20 HS, Mll 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below,. Applicable code editions: 12 2014 and 2010 Florida Building Code —Building it 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeOTruss Connector Plates M-16, Mll 16, M-20, MII 20, M-20 HS, Mll 20 HS, and MT20HST"", described in Sections 2.0 #hrQugh 7.0 of the a :avatuatcon report ESR-13'11,.comply with the 2014 and 2010 Flartda ;8.uilding Code —BuildingandthB2D.14 and:2t}WFksrida Bit11d r+g. Coster—RasldWilla/, provided the design and installation ar6 •in accordance with the International Building. Cod`d (16C): pro) isJons .noted :in the master report: Use of the MiTek®Truss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, MII 20 HS, and MT20HSTm has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. y a For prodtiGts fali ilc udder Florida: Ru(e .'3N-3, verificatior> thatCommissionreport fo tiie{t peaoity finspe ons be ng cocondueled is ttie ved by tte Florida BuildiiN qualltpasswr;3ni;enttty aApta resporlsibtyofan; approved validation entity (or the node` official when the tiepart holder does not possess an appraya . by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC- ES Evaluattoo Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ojthe subject of the report or a recommendation for its use. There is no warranty by ICC Fi oluation Service. LLC, express or implied as u. a to any finding or other matter in this report, or as to any product covered by the report. Page 1 of 1 Copyright 0 2015 IMES Evaluation Report F-Jr`-IJ I Reissued June 2015 This report is subject to renewal June 2017. Www.kc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS, AND MT20HS rm 1.0 EVALUATION SCOPE Compliance with the following codes: is 2012, 2009, 2006 International Building Code® (IBC) 0 2012, 2009, 20061nternational Residential Codee (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t TThe ADIBC is based on the 2009 IBC. 2009113C code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek® M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0,0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave form, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4-8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm), and lengthwise in 11/4-inch (31.7 mm) multiples, See Figure 1 of this report for details. 3.2 MiTek® M-20 and MII 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HSTm: Models M-20 HS, Mil 20 HS, and MT20HSTM metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, iow-alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-l-inch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth, Each module is separated by a 0,25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC-CS Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are They to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, I,LC, express or implied, as =ia to any finding or other matter in this report or as to any product covered by the report. page 1 Of 5 Copyright 0 2015 ESR-1311 1 Most Widely Accepted and Trusted Page.3 of 5. TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ibrin21PLATE) LUMBER SPECIES SG AA EA .... AE EE M-16 AND Mil 16 Douglas fir —larch Hem-flr. Spruce -pine -fir Southern pine 0.5 0.43 . OA2 0.55 176 119 127 1.74.. M-20 and Mil 20 121 64 82 126 137 102 75 .. 147 1.26 98 107 122 Douglas fir —larch _ Hem-fir.. 0.5 0.43 220 185 195 148 180 129 190 145 Spruce -pine -fir Southern pine 0.42 . _ 197 144 0.55 24,.9 190 M=20 HS, Mil 20 HS and MT20HS 143 184 137 200 Douglas fir —larch 0.5 OA3 165 139 146 111 135 97 143 109 Hem -fir Spruce -pine -fir O.az 0.55 .. i 4s 187 10s 143 1138 1 150 Southern pine _ For Sl: 1lblin2 = 6.:9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood gram perpendicular to load EE _. Plain perpendipuiorto load. WON grain perpendlcular.to toadAll (russ.plates.are:.ptessed Into the wood for the full depih aitheir teeth by hydraulic -platen embeidinerd.presses multiple rofler presses that use partial.embetlment followed by. futi-embedment rollers, or combinations of partial embedment roller presses and `hyi3raullc en presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For SI: 1 IbCnch = 0.175 Nimm, lmcn = zo-4 mm. NOTES: Minimum Net Section —A line through the plate's tooth patternwith the minimum amount of steel for a specified orientation. For these plates, this line passes through a line of holes 2Maximurh Net Section — A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I.Mp4q.WideiyAccepted andTrusted Page 5 of 5 o 12s" 01W 0,5W 0 98sr S2mm 64mm 127mm samm OGG 00 000 000 ODO Ono Ono Boo 000 Ono goo Ono OGG goo DOG 000 M.- 20 HS, Mil 20 HS, MT20H. S FIGURE I—AppRoxImATE. DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, MII 16, M-20, Mll20, M-20 HS, Mll 20 HS, and MT20HSTm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 6 2014 and 2010 Florida Building Code —Building a 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, Mll 16, M-20, MII 20, M-20 HS, Mll 20 HS, and MT20HSTm, described in Sections 2,0 through 7.0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Buildingandthe2014:ai-d 2010 Flbrio`a BulldJ g: Code—Resi.04.0 ial;. provided the design and installation are in accordance with the International8uitdirig Code .t*C) provisions noted in'.the,master report. Use of the MiTeleTruss Connector Plates M-16, M11 16, M-20, M1120, M-20 HS, MII 20 HS, and MT20HSTm has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products failing under Florida Rule 9N-3, verification that the report holders quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject ofthe report or a recommendation for its use. There is no irarranty by ICC Evaluation Service, l.LC, express or implied, as 4 to anyfinding or other matter in this report, or as to any product covered by the report. mom Page 1 of 1 Copyright© 2015 Florida Building Code Online Page 1 of 2 a nmrua rli!)I BCIS Home Log In User Registration i Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff I BCIS Site Map links Search BusinesN P1 VfesSiI Product Approval USER:Public User egUlati0n RPmG+ et ARMYal Menu . Fntd d or ApolkMich Gn ch > Aoohcawn t±st; > ADpncMlatt Detall FL # 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/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ni Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE IL Validation Checklist - Hardcopy Received Certificate of Independence R tni39 R COi IndeD.odt Referenced Standard and Year (of Standard) Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14239 R3 Eduiv E©uiy ndf: Sections from the Code https: llwww.floridabuilding. orglprlpr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS CENTER OF GRAVITY - ASSUMED TO ACT AT THE GEOMETRIC C TI I ER OF THE MECHANICALUNIT 114114 u MECHANICAL UN f MUST B. j w SQUARE OR RECTANGULAR' x r NO IRREGULAR SHAPES } a w r MAX ao E i4 TYP. HOST STRUCTURE IDES114 , BY OTHERS SFF. DE51 SCI ICD'ULES FOR ALLOWABLE SUBSTRATES 75L B MIN WEIGHT, MECHANICALUNIT PER SEPARATE j' LRTLFICAI"ION, TYR. tCENTER OF SFF. DESIGN SC.HE.^.UL£FOR GRAVITYMAXIMUM SURFACErAREAANDDESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. EE DETAii.. 1./3 1L 213 L_ 2 FOR CUP INFORMATION, 3.`MAX.,. TYP, 0 S.N TYP, T.,,r OIL 3' FCAXrip YS1Vi u MECHANICAL UNIT 1 TIE -DOWN ISOMETRIC __E OF CUP AND NUMDER OF 1 1'= I'•G' ISOMETRIC- - PER CORNER WILL VAAY PEA j,CONNCCTION TYPES Cl -?A ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLETHEFOLLOWINGEXAMPLEILLU5TRATES'THE PNOCEOLIRF. USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, [I,IyR ANY GIVENMECHANICAL. UNIT THAT CONFORMS TO THE DIMENSION RES':'KICTIONS AND DESIGN CRITERIA LISTED HEREIN.. SEE SHEETS 4-S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNITW RN THE FOLLOWING CRITERIA'- VUR= L70 MPH, EY,POSUR.E W 49" TAI.L. X 48" DEEP x 48' WIDE, 100 LS (WEIGHT AS VERIFIED BY OTHERS) TNSTA LED TO 3000 PST MIN CONCRETE WITH (1.)O CAP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) pROCEDURE' STEP `-`—•-!` RESULT i DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS 0: SITEET 2 CONNECTION TYPE THIS INSTALLATION IS INTENDED FOR A VUIL 1'70 MPH, EY,PCSURE'0 THIS DESIGN 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE CPSTERIA CORRESPONDS TO TABLE 5 fi 3 Dk?ER;1iNE LARGEST FACE AREA OF MECHANICAL UNR TO BE IISTALLEU j 484B' -1uF"" 1HISUNITHEIGHTOF 48' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48", 11 NOTE, THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP 4 CHECK MAXIMUM UNIT' HEIGHT RESTRICTION OFANAIC STAND THAT SSA MAXIMUM 30" TALL. IFAN AICSTAND IS UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30" IN HEIGHT Wti( iFLiM-Ut, It.Mip71iRESTIy N W1 1N ;54 WF CH. YER•T11Ait MIRIHUM OWASLE. 10 HIS UNIT MAY BE INSTAUED AT ROOF HEIGHTS LESS THAN OR EQUAL'TO 15 FT. ADDITIONALLY, THIS UNTT MAY BE INSTALLED ON ROOFTOP HEIC,,HTS GREATER 5 DETERMINE THE ALLOWABLE ROOFTOP HEIGHT OF THE INS'YALLATION THAN SOFT AND LE55 THAN 100 FT. SEE I-) ON TABLE 5 FOR THE NUMERICAL j VALUES OF THIS DESIGN EXAMPLE •„ __,„ DESIGN NOTES: * THIS PRODUCT HAS BEEN DFSIGNEO IN ACCORDANCE WITH ASCE 7.10 AND THE FLtl BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE EON INDICATED IN THE ACCOMPANYING DESIGN SCHEOUL F, ONE DESIGN C(}RERIA USED- l- CALCULAtE THE ALLOWABLE ROOF -TOP MEliZW S COftSIOM ASCE T•10 SECTION 24.5.t A i TOR;ROCd TEH' HEIONTS (N) S60 ET AND SECTION 24 S FOR ROOF TOP. HEICRFTS (NI>6+I FTC A SECTION 24.4.1 FOR VISTALLATIONS AT GM*- (GC06 L10 wRMlN'IT1E V'"m A' 1.._.. 1.40 =10,1 INE lA? tiY^i} +,1S fUR AiI LOCATIOtiS (ODft YjR7WNT1y l t DESiGH V.)RIABLES ARE iH WTIN ASCE i' 10. CILAPIERS ?b A 29. THE HEIGHTS LISTED IN THE DESIGN CHEDULES REPRESENT THE ALLOWABLE HEIGliT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 3D TALL A/C STAND (CERTIFICATION BY OTHERS) ON IOP OF THE HEIGHTS LISTED IN THE DES-GN SCHEDULES- GENERAL NOTES: L THIS eROOLKT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS Of THE FLORIOA BUILDING CODE & ASCE 7-1.0. THIS PRODUCE MAY N G f, 3 tton {. t1'(} t , ,b Z' Ct E W W 9 U31 ui - BE USED WITHIN AND OUTSIDE THE HIGH VELOCit Y HURRICANE ZONE. 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF 14 IS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED RCOU T AND DIE SLEETS FROM `EST V REPORTS! 13IOtZ66e AY TFSTING EVALUATION LABORATORIES, INC., NO SUBSTITMONS YA T fflt. APPROVAL BY THIS ENGINEER SHALL BE FZ-4U PERMITTED., J 4 MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL C z O CONFORMTOSPECIFICATIONSSTATEDHEREIN. ALL MECHANICAL SPECIFICATIONS SPACE, T04INAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS a z p ^ O ICLEAR ANDARETHE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. FASTENERS TO BE 12 X %" OR GREATER SAE GRAOE 5 UNLESS NOTED OT+ERW'ISE, TAPCONS REFERRED TO HEREIN SHALL. BE ITW BUII OFX BRAND, CARBON STEEL. ONLY, O u N w INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR Q m REQUIREMENTS, ALL FASTENERS SHALL. HAVE APPROPRIATE CORROSION PROTECTION z TO PREVENT ELECTROLYSIS, 6. ALL FEEL CUPS SHALL BE AS TM A283 STEEL (GRADE. D) WITH FY•'33 KST OR BETTER ce H ALL STEEL MEMBERS SHALL BE PRO I'ECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAIN 1, ENAMEL OR OTHER APPROVED PROTECTION; G90-RATED COATING JJ o i f— v G V REQUIRED FOR ALL COASTAL INSTALLATIONS. AS A MINIMUM, z 7. ALL CONCREI E SPECIFIED HEREIN IS NUT PART OF THIS CERTIFICATION, F„T ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN, THICK AND SHALL HAVE a MINIMUMCOMPRESSIVESTRENGTHOF3000PSI, UNLESS NOTED OTHERWISE. ALL MEMBERS FROM DISSIMILARR 4 B. THECONTRACTORISRESPONSIBLETOINSULATEMATERIALTO PREVENT ELICTROLI'S15. 9. ELECTRICAL C+ROUNO, WHEN REQUIRED, TO BE DESIGNED'a INSTALLED Mt3TNEAS: 10,'IKE ADEQUACY OF ANY EXISTING STRUCTtIA.E TO WITHSTANO!UP LIFOSED CLADS SHALL. BE YBRmED BT?HE ON51TE DESIGN PROFBSS.IQNAL AND IS NOT MOLUDED IN THIS CERTIFICATION, EXCEPT AS EXPRE SLY PROVIDED HEREIN, NO ADUT:'TONAL CERTIFICA I IONS OR AFFIRMATIONS ARE INTENDED.-1 it. 'THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. POR SITE CONDITIONS DIFFERENT' FROM THE CONDITIONS DETAILED HEREIN, A LICENSED EPGINEER OR REGISTERED ARCHTIECF SHALL PREPARE SITE SPECIFIC. DOCUMENTS FOR USE IN CCNIUNGI TON WITH THIS DOCUMENT. i+LD(jjjz 12. WATER - TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL Be THE FIJI.I. RESPONSIBILITY IN'TALLINsCONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED t OF THE OR AUTERE. D WATERPROOFING MFMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION ATION OFSTRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 1{jea RESPONSIBLE WATER - TIGHTNESS SHALL BE THE FULL FtESPONSIBILTTY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE C'ATEGOPIES THATACCOMPANY THE VUIL WIND lit I L' SPEEDS USED I :1 THIS APPROVAL SEE SECTION 26:.7.3 OF ASCE -10. 61- j-_ 6A I . I L 0.19, TYP: 0.068' TN)CX ASTM A283 STEEL TYP. 3)-912 SAE GRADE 5 C SHEET METAL SCREWS br k FOR CLIPS UP TO 5", LONG. UTILIZEMETAL (CREWSpSHEETMETALSCREWS i U1 C FOR CLIPS LONGER' THAN 5", TYP.. Sf7 i 1" CLIP ISC 3 N.T.S. wl 0,072' OR 0. 113" THICK ASTM A283 STEEL, TYP. FOR ANY CLIP LONGER THAN 10' UTILIZE (5)-912 SAF. GRADES SHEET METAL SCREWS, r, P. 0 s 0o a go O 0 HOLE, WITH 0 ANCHOR FROM 1' CUP ANCHOR SCHEDULE, TYP. OTHER 1 DIMENSIONS SIMILAR) DETAIL 1. S 0 3)-312 SAE GRADE 5 SHEET METAL SCREWS a FOR CLIPS 4" LONG. UTILIZE (4)-*12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4", TYP v," 0 HOLES, NOT TO BE USED FOR ANCt IORS. TYP. FACTORY-MILLED WO HOLES; Y U'T'IUZE (1) OR (2) ANCHORS FROM 2• CLIP ANCHOR SCHED'JL'c. TYP. 2" CLIP ISO'MET a-i NITS. 35DMt I XR. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=:30 KSI, 0.125' - l MIN. THICKNESS, STEEL HOUSING UNITS - S SHALL BE ASTM A653 Fy-33KSC MIN. STEEL, GRACE 33, 22GA MIN, (t=0.0299"). 0.068" THICK ASTM A283 STEEL CLIP, IYP. BASE OF UNIT SMALL" BE FLUSH WITH BASE \` OF CLIP, NO SPACE PERMITTED, TYP M1 3)-*12 SAE GRADE S SHEET METAL SCRF. WS FOR CLIPS UP TO 5" LONG, UTILIZE (5)-F12. SI WET METAL SCREWS FOR CLIPS1'. LONGER THAN 5". PROVIDE (5) O PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR. SCHEDULE JSUBSTRATE PER y / SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 . ANCHOR DETAIL 3 3' = 1•-0.. _. 1 OE''AIL CLIP IS DESIGNED FOR FULL CONTACT WITH'THE BASE OF EACH MECHANICAL. UNIT, TYP. MECHANICAL UNIT BY OTHERS, ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN, ALUMINUM SHEET- WITH F'ty=30 KSL 0.125"r-- (3)-d12 SAE GRADE 5 SHEET MIN. THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CLIPS 4" SHALL BE ASTM A653 Fy=33KSI MIN. LONG. UTILIZE (4)-t'12 SHEET STEEL GRADE 33, 22GA MIN. (t=0.0299"). METAL SCREWS FOR CLIPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE 0,072" OR 0d13' /2'.:„.; FOR EACH SMS, TYP, THICK ASTM A283 S IEEL CLIP, TYP / (L) OR (2)ANCHORS OF UNIT SMALL = fJ-- PER ANCHOR BE FLUSH WITH uASE SCHEDULE OF CUP, NO SPACE PERMITTED, TYP. :'. SUBSTRATE PER ANCHOR VARIES) 2" TIE -DOWN CLIP 4 ANCHOR DETAIL _ CLIP IS OESDEI AIL tGNEU FORFULL CONTACT WITH THE BASF.O1 EA]i MECHANICAL. UNIT, TYP. RD of z O J Z OQnmOZZm. y O d G m n a ZT t uj z a M- 1 U E ca G NJ TABLE 5 : vu t=140 MPH, EXPOSURE B IFOR USE WITH A RISK CATEGORY 11 STRUCTURE') ALLOWABLE ROOF-TOP.HEIGNT IH), Tm!ooWNCONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 UNITS LARGEST HEIGHT WIDTH f FACE I 6 FT' 24' MAX' HS15 FT 12 FF< H5120 MIN60FT H 5.200 FT H 5 200 FT H 5 200 FT 9 F1' 32" MAX 15 MIN.) AT (iAAUE i H 5 200 F T H 5 200 FT H 5 200 Fl" 4 FT' H S 200 FT H 5 200 FT H 5 200 FT H 5 200 FT I H540FT H5200 FT N5200 F7— H!; 200 FT 6FT' 60 FT < H 5 200 FT' AT GRADE 24 MIN 60 FIT <H 580 FT H S 200 FT H 5200 FT H s 200 FT 9FT48" MAX: 12 Fr$ ATGRADE H5200 FT H 540 FT 60 F-< H 5 200 FT H5200 FT F- N/ A H5200 FT H515 FT F< HS 100 FT H<_ 200 FT v16FP ; 1 N/A H S 200 FT HSlS fT H 5 200 FT 20FT' GO FT<HS]BO FT tLlN/ A , H540 FT AT H200 FT 5 25FT160FT < H 5200 FTC 60 FT< H 580 FT I W' MAX 48" MIN.- 30 FT' N/A H 515 FT ATGRADE H s 200 F7 60 FT < H 516U FT 16 FT' N/A AT GRADE ATGRADE H 520D FT 60 FT< H 580 FT TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY 11 STRUCTURE') TABLE 6 : vult=140 MPH, EXPOSURE C"F FOR USE WITH A RISK CATEGORY II STRUCTURE') " !•,' ALLOWABLE ROOF - TOP HEIGHT (H) TiE-DOWN CONFIGURATION TYPE 2 MAXIMI. M 2 WZA SURFACE AREA OF UNIT UNIT _ J. UNITSLARGEST HEIGHT ' WIDTHCLiC2 C3 C4 -0 i FACE _. .. I .. ._.. _... 6 Fr 24" MAX 32" MIN ATGRADE HS 200 FT S H5200 FT i Hs 200 F'G, 1. ••• 9 FT 32" MAX 15" MIN N/A H S 200 FT 60 FT< I H 5........._H 5 200 FT ry " t H5200 FT, _ jGf. 4FT' Hs200 FT H5200 FT H5200 FT Hs200 FT ATGRADE. !..r. n". w JYi3: GFT' I H5200FTMIH5200FTH52WFT ,W 3 FFT<H 5180. ) . Nr 9 FT' 48" MAX 24" MIN AT GRADE H S 200 FT 60 Ff . H 5 200 FT H S 200 Fi ATGRADE ' - 12 FT' N/ A H 5 200 FT H 5 200 FT S60 FT<H S140.FT i 16 FT' N/A 60 FT H516 H 5 Fi 200 FT Ar GAADE H s 20D FT q N 1 20 FT' ` N/A H 5 30 FT AT GRAM. H 5 200 FT v y 160 FT < H5200 FT ( Z 1•H 25 Fi i N/A I AT200GRADE H 5 2FT - U a s 60 AT GRADEFT<HS140 FT J a y 60" MA% 48• MIN :. ... i. .. ,., Q € n o 30 FT' N/A ; ATGRADE NIA H s 200 FT «O X z m 36 Ff' N/A I ATGRADE N/A 11530 F7 % ^ J G I 1 ... 66 FT<H 5200 m n a zt z a awaoa za 12 p ALLOWABLE ROOF -TOP HEIGHT ( H) TIE-DOWN CONFIGURATION TYPE SURFACE AREA OF LINLi'. UNIT CL C2 C3 C4 [ fl UNIT'S LARGEST ; HEIGHT WIDTH FACE 6 FT' 24" MAX 12 MIN N/A H5200 FT 5 i Hs204FT. I. BD FT 200 F1 Itot. . i ATGRADE - 9 FT' 32" MAX 15 MIN N/A H 5 200 FT 6L!'FI<H514UFtH 5 200 FT 4 FT, H 5 40 FT H 5 200 FT H 5 200 FT H 5 200 FT I Tt- 60FT<HS200FT AT GRADE t 6 FT' HSZOO FT H5200 FT H5200 FT f :60FT<H5100 fT t i H S12 5 Fi 9 FP > 48" MAX24" MIN ' N/ A H 5200 FT 60 FT H 5 200 FT H 5 200 FT C 12 FP - N/A H 5 40 FT j ATGRADE H 5 200 FT J60FT<1-1OFT 60 52DFT<H580FT 16 FT• N/A ATGRADE i60 FT< H 5200 FT NIA H 5 200 FT Nnla1 t ri 5-2378 ATGRADE ATGRADE H 5 200 FT ., 20F71 N/ A 60FT<H5200FT ..KT ATGRADE AH5200 FT 25 FT' - WA .... 60 FT<HS80 FT' 60" MAX 48" MIN _. .. _.......... . ....... ......_'"__. 30 FT' N/A N/A N/A: H 640 F7 AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 60 FT <H 5200 FT BREVARD COUNTY, CH ECK WITH LOCAL AUTHORITY HAVING/ URISDICRION 36 FT' N/A N/A N/A ATGRADE ; FOR THE APPLICABI UIY OF I HIS' I ABLE WITHIN CERTAIN fLOMDA COUNTIES. I60 FT < H <_ 200 FT; je 1 ENGINEERING 4/14/2015E f 1- E-SS'. 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 4 ALL 15'1 T ' EYA'E MO KI E Of43G5 5W1L CCFFST U111,RSb PERF5LR-3 TN EDDIO[GVAt k # # # k k k TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS l WINDOW CALL OUTS x ea fG_ 7018 F a 30B FG. 40 FGLu770' x 74' Q 1870 FL. 7076 FG. 3WO F6- 4" FG. S30 5N 7030 5N 3030 M 1030 54C) 36' Q 3 1840 5N 204054 3040 SN 4040 SNz45' 0 360' iPlO SN 7050 64 3050 SN 4" N 0 54 1060 5N 3060 5N 4060 SN17' GC. 4ERFY W rA OP NIX. 5 FOR ALL 2004 ui tLI W004151ZE5 AND N5TALLATICN MAY VARY PER i'AWACWR AND 5FECIFICATICN5. z FEFER TO FLOOR PLA6 FOR STYLE OF MVWI UEO (6%LE Or,-N. C45EMENT- C,", OR FWD GLA55- FL) 7p— FT L:+61 Ito CLEAR OKNI. Y, *UM c N D'_ELLM UAT5, UDE TIC L'VM OF AN CftJWBtE I:'m 15 LOWED WRE TP N T2 NOTES AWE TTE F2t4ED(R4OE OR WALE Bnoq TIE LO:E5T PARE CF OE CLEAR CFF)DG OF TTE VVOO 5PHL PE A NKM OF 24 KTES AW& NE FMIED FLOOR OF m FVM N Wa RE VWJ L5 LOCATED. O ERABLE SECOQv OF UAL MLLL ROT PERBT 071,65 THAT ALLOJ PA'WlF OF A 4 MA D14`ETER UV_X UfE'ZE 9=LFE; 65 All LOWEO UTNN 24 NTE5 OF 1F Fd.'&FD Rom FFR FOLK. WFAMN IM0 M02 CPDOJ FALL FWE flr04 RVa$ AID LIVV)(a,V,, Uf. F.WMERSULl CG-FLY [TN BE ffOFRJiYTS GF ASRif 7PlO ffR FBLR-551EDRKN f2L4URYJ2 CIQRER iJB 2ANBt)FRfR 27M770.1 O.N %>F RAIF LOT 799 15 05-27-17 FFN4D rw,p I DAVIS SEWS DESIGN GIIDV! bO SiAlli SDIFSF Sf wt3 W. FNc o t w 0 o0 o 1 o 0 0 O V\ 1 J 0 Q 2585 nnE vareR nova Fv.ix nnrEs UPPER FLOOR PLAN NOTES ' 9rAE Y4' _ E-O' GARAGE LEFT S CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) 7 . / Documented Construction Value: S ; S Job Address: i'r ,PCy-e- I.o-- n.2. Historic District; Yes No Parcel ID: =ar) Cra ., llDrW 1 (01 J l Adi - ,Ut _1 Residential 1,yCommercial Type of Worlc: New Addition Altera'tionD Repa r Demo Change of UseEl Move El Description of Work: NEW RESIDENTIAL PLUMBING Plan, Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of City, State Zip: Title: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: 1770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.; CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION,. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the dale of application and the code in effect as of (lull, date; 5` Edition (2014) Florida Building Code Revised: Jane 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 foundin 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 valueof 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. Signature of Owner/Agent Date Signature of Contract /Agent " U t Print Owner/ Agent's Signature ot' Notary-State of Florida Date ttultunntttrrurr Agent-. \\` po SAN t©T Z EXPIRES ary-State of Florida Date GEORGIA - JUNE 8, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me o Produced ID Type of In Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application,No: L 7:7 Documented Construction Value: Job Address: 9LDqKE-d ^(` -F' (L,i', Historic District: Yes No F1' Parcel ID: Residential Q" Commercial Type of Work: New © Addition Alteration Repair Demob Change of Use Move Description of Work: lstL ((( . l Up j `+{ Pt. r a Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone.: Street: Resident of property? City, State Zip: Contractor Information Name:'Skmi a . , iPhone: gpr: qn_ Street: Tc `_ 1 {rl 1 Fax: L-40--7 : ,:; City, State Zip:.. .L! h f I . r` State License No. ( t M25 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO ONVNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF C01\DIENCERTENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INITEND TO OBTAIN FINANCING, CONSULT «TTH YOUR LENDER OR ANT 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 conunenced 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, Hells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed -,vith the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application a NOTICI : 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 govenunental 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 Lieu 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 fitrured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figuu•ed 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 Nvork will be done in compliance with all applicable laws regulating construction and zoning. Signature of 0«ner/Agent Date Print Owner. Agent's Name Si --nature of Notary -State of Florida Date 0"rler/Agent is Personally Known to Me or Produced ID Type of ID E*_ STEPHANIE RALLOCommission# FF 175017 Exp(res tJovem er 9, 2018e,. BonQai Tfuv Tr n incurncs Bw M_'019 Contractor went 1s s I to Me or Produced ID ~ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[:] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use:. Alin. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes Into # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing -# of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Remised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION 11 ,. PERMIT'APPLICATION Application No: IT (;U 3 _i Documented Construction Value: S q q i c) mw. r j Job Address: (I0, Parcel ID• Historic District: Yes Nog ResidentiaQ Commercial L Type of Work: New Addition Alteration , Repair Dcmo Change of Use Move Description of Work: Plan Review Contact -Person: Title: - Phone: Title: Phone. 0-J$5Oo1.E Fax:O _-35.3 Email: YtVG C%'. Cory Name Street: OU 6 City, State Zip: TT Namejetj Street: 'Ot5 City, State Zip: Property Owner Information Phone: 1 P, Resident of property? Information Phone: Fax• D'1- n, --`- 3 53 State License No.: CACo8 QL O ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shalt be inscribed with the date of application and the code in effect as of that date: 50 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTTCF: Tn 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 thiscounty,' and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Tien T,mv, FS 713_ The City' of Sanford requires payment of a plan; review fee at the time of pertuivs"ubn'tittal. 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 foregoinginformation is accurate iat work will be done in compliance with all applicable Jaws regulating construction and zo Signature of Owner/Agent Date Sig" rd'ofContmctor/Agent to Print Owner/Agent's.Name P t eontractor,,A "ent's Name ho SignatureofNotary-State of Florida Date Signature of No ty,-State:ofFlorida t:.... CHE= YL D AKERS MY COMMISSION # FF998962 EXPIRES . tune 06, 2020 Owner/ Agent is Personally Known to Me or Contractor/Agent is,l?ersonally Known to3Me or Produced ID Type of ID Produced ID . Typ5.of ID , BELOW IS FOR OFFICE'USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:. Min. Occupancy Load: _ # of Stories: New Construction: Electric - # of Amps_ Plumbing - ## of Fixtures" Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: 8WLDIN.G: COMMENTS. - Revised: June 30, 2015 Permit Application Revision City of Sanford Response to Comments - - Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17 -- 2 / Submittal Date 10/25/17 Project Address: 6) L® St Ll`l L g Z !n Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building -5F 1 I - n- 1 '7 RECORD COPY Sppclalty Structural Engineering CB LICK, Inc. Certificate of Authorization ##8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: wJ'-OING SANF pR0 EPAR Roofing Accessories that are an Integral Part of the Roof System MMI-2" Off Ridge Vent Steel 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 No 31242 w= 0,'. STATE OF i •' ORIOP.••' Digha4 Signed by: lames l 6ucknei, P.E. CBUCK, Inc. 2015.03.02 10:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CUCK r—ngin Bring Page Report No.: 15-1 MM2-St0RV-ER_14 SpedaHij Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ErSUCK Engineeringi" j "eer i Page Report No.: 35of 4 MM2-StORV-ER_14 Speclalttj Structural Engineering CBUCK, Inc. Certificate of Authorization #8054 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 #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 UBUCK Engineering Page Report NO.: 45of MM2 StORV ER_14 1\ Specialtti Structural Engineering CBUCK, Inc. Certificate of Authorization ##8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Page Report No.: 55of MM2 StORV ER_14 C I CK Engineering Speclalty Structural EnQlneerinc) CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 SpEnclalty Structural EnginPPrinq CBUCK, Inc. Certificate of Authorization #t8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 R-, Profile Drawings 18-1 /4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Y Higher Slope Back) FL #: FL 16568.1 R1 AI Date: 2 / 26 / 15 C®(91® &nq1 L=r 1n Page Report No.: IS-1 4-MM2-StORV-ER_14 Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #t8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR Base Flange 10 min. VAbod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) CZ -Zo-b 1. 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 Pat Lot 299 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 UES Project No: 0110.1401008.0000 Workorder No: 9328120-3 Report Date: 10/24/2017 UES Technician Tristin Kegler Date Tested 09/29/2017 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 04', Gray to Tan Sand; 4-7', Gray to Dark Gray Silty 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 Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 11 Northeast Corner of Pad 0-1 ft 105.4 11.8 108.5 9.9 Pass 12 Southeast Corner of Pad 1-2 ft 105.4 11.8 110.2 10.7 Pass 13 Southwest Corner of Pad 1-2 ft 105.4 11.8 107.7 9.9 U10 Pass 14 Northwest Cor-ner of Pad 1-2 ft 105.4 11.8 109.4 10.1 Pass 15 Center of Pad 2-3 ft 105.4 11.8 107.4 9.4 Pass Remarks: Footings were not excavated at time of test. 469 Red Rose Lane u 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 v DESCRIPTION AS FURNISHED: Lot 299, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 77, Public Records of Seminole County, Florida. BOUNOARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 296 I I 1 N 00010' 44" W I LOT 299 1 19.80, 19.80, 15. T 5.00' O h 5.00' -- 1 14.3' ! 1 8" RECESS FOR POCKET SLIDER W p FORMBOARD FOUNDATION N A O O TOP OF FORMS = 25.20' O C) d p) O 0 C\j0 cf O 0 Co LOT 300 cco h 5ff h 5.00' 0 m 5.00' 1 1 21.3' 25.20' 25,20' 2 10' UT/L. ESMT. Aj 9.58' 8.8.)S 00010'44" E PC) 40. 00, RED ROSE LANE 50' RIW) TRACT 1 UTILITY & ACCESS R/W LOT 298 LOT = 4,800 SQ.FT. LIVING = 1,467 SQ.FT. GARAGE = 455 So.F1', ENTRY - 71 SO. FT. LANAI = 139 SO.F-1'. BREEZEWAY= N/A SQ. FT. DRIVEWAY 403 So. FT. A/C PAD = 18 So. FT. WALKWAY = 70 SQ,FT. IMPERVIOUS = 54.6 2,623 SQ.F'T. enn = 9 1,77 Cn 177' R/W = 440 SO. FT. Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON 110 so. F7'. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK = 200 SOJ-T. PROPOSED DRAINAGE FLOW FRONT = 25' Soo =_ _ 1_30 SO.. LOT GRADING TYPE A REAR = 15' OTA kR AS_ PROPOSED INFORMATION SHOWN AREA = 5.240 SQ.FT. PROPOSED F.F. PER PLANS = 25.2' +} SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 513 SQ.FT. SIDE CORNER = 10' AND OR INSTRUCTIONS PER SIDEWALK = 270 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT(NOT FIELD VERIFIED) I SOD = 2 307 SQ.FT. CI_R U>,SE1N11.EKER-ASYC0TT & AAST,S0C. , INC. - -LAND S SUPV ; .YoR'51 LEGCND - LEGEND - PLAT P.D.L. • POINT ON LINE 5400 E. COLONIAL OR. ORLANDO, Ft.. 32807 (407)-277-3232 FAX (407)-658--1436 F = FIELD TYP. • TYPICAL NOTES: I. P. DPO. PIPE PR.C. • POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED GOES HEREBY CER77FY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I. P. • IRON ROD P.C.C. • POINT OF COMPOUND CURVATURE PROFESSIONAL SUR EYORS AND MAPPERS IN CHAPTER .A1-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA .S'TAIVE. C. H. = CONCRETE MONUHENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. FTLR, = 1/2' IR. /MLB 4596 N.R. NON -RADIAL J. MIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED 70 THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. • RECOVERED WA = WITNESS POINT OR FASEMENTS THAT AFFECT THIS PROPERTY. POD. POINT OF BEGINNING CALL. CALCULATED 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, P.U.C. =PONT OF CUNNENffxCNT P,RH • PERMANENT REFERENCE MONUMENT CENIIENLINE Ff. a FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NaDaNAILLDISKB.S.L • BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR. THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ W R[GMT-OF-WAY B.H. • BENCFLMARKEAR Z SWINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE RE RING (B.B.) ESMT. EASEMENT B.B. BASE BEARING DRNM. DRAINAGE 8. ELCMI ONS, IF SHOWN, ARE WSEV ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. TTI.. = UTILITY 9. CERTIFICATE OF AUTHORIZATION No. 4596. CLFC. = CHAIN LINK FENCE WD. FC. = VOOD FENCE ' C/ D CONCRETE BLOCK P. C. POINT BF CURVATURE SCALE I-- 1 20 OW1WN By.. POINT OF TANGENCY DESC, • DESCRIPTION CERT,,nFD BY OAT£ _ GROER Nn. k RADIUS ARCLENGTHPLOT PLAN 05-26-17 2122-17 D = DELTA CHREVISEDPLOT PLAN 05-31-17 ORD CHORD DEARIN6FORM60ARU FOUNDATION/FLEWS. 09-25-77 41BB--1"I NORTH THIS BUILDING/ PROPERTY DOES. NOT LIE WITHIN — - ---- % -- r- IHF_ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" TO X. CRUSENM ER, R.L.S. 4714 20NE "X" MAP rp 12117C 0055E JAML W. SC01T, R. L.S 4f301 Revision Vy Response to Comments r Permit Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building lo9 &d-Qvw- 61 I City of Sanford NuV' U` 2U17 ':Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 11/8/17 Fax: General description of revision: PlumbinrO A g Tl M IV P Electrical WU. Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building MCD MONTA CONSULTING & DESIGN OF WMR AND ASSOCIATES, LLC 2 2 2 SOUTH WESTMONTE D R I V E, SUITE 1 00 To: Taylor Morrison ATTENTION Kim Carter ALTAMONTE SPRINGS, FLORIDA 3 2 7 1 4 P H 0 N E 4 0 7- 6 8 1 - 1 9 1 7 F A X 4 0 7- 6 8 1 - 1 9 2 0 TRANSMITTAL SHEET DATE: November 3, 2017 FROM: MCD PROJECT NO: PROJECT NAME: 2170955 TB-299 (40's)parlington (TN BL) EOR: DAHLKE Quantity Items 2S&S (24x36) & Narrative Framing Repair (Bearing Wall) Remarks: 11 /3/2017 l'-1 - a03? a Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders TAYLOR MORRISON Thornbrooke — Lot 299(40's) (Darlington 13) Date: November 3, 2017 Plan Revision: Framing Revision at Bearing Wall and Ledger REVISIONS 1. Removed BW3 callout from the bearing wall between the Master Bedroom and the Family Room. This framing is not required. 2. Updated note for ledger connection and truss attachment at rear Lanai. All the changes on the structural plan have been clouded and notated with delta 1. Sheet(s) revised: S1, S4 1.1 1 S...NFORD FIRE DEPARTMENT F Building & Fire Prevention Division RESIDENTL4L FENCE PERMIT APPLICATION Application No: I Documented Construction Value: $ /6rVb Job,Address: S ,. Historic District: Yes No Parcel ID: 2 2 Plan Review Contact Person: fZolt,w-' GLv %lC" Title: Phone: qC7? —S-7 f : ]c fE6 Fax: LnT 2`L f Type of Fence: Wood Metal Fence Height: Feet Additional Information: Residential Fence Information PVC/Vinyl .o Gates: Iron Other v, P Total Linear Feet: -/d Fences with a height of over 6 feet wif require signed & sealed structural engineering** J Property Owner Information Name 4Y' i JC Phone: Street: 2&Cb 'l C`.v Resident of property? Id 4 City, tate Zip: r Fence Contractor Infnrmntinn Name41ctlyt Street: .3"0/3 /,A, City, State Zip: -Lea1 bz,,c Ft-- 3 `j -70 Phone: Fax: Please Note: The Building Department does not perform site inspections on Residential Fence permits. A signed and notarized Fence Affidavit is required to be submitted along with this permit application. Please see the attached Fence Permit Submittal Guidelines. 4* WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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. Effective: August 1, 2017 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Personally Known Type of ID Aign.tueontractor/Agent Date AJ/"I LE r- -I AL) LI Pri ntractor/Agent's Name Sigliature of Notary -State of Florida PATRICIA L. BARTELS Aim- Notary Public, State of Florida Z Commission# GG 148852 My comm. expires Nov. 15, 2021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: I Z lb UTILITIES: ENGINEERING: FIRE: COMMENTS: Ok to install approx. 40 linear feet of 6 foot high tan PVC privacy fence as shown on plan. Fence shall be constructed with finished side facing outward. Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 70 TION AS FURNISHED: Lot 299, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 71, Public Records of Seminole County, Florida. 8P vg_ AS-3 PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 5.00' LOT 296 I N 00010' 44" W 40. 00' _ LOT 299 19. 80, 19.80, I3. 0'x3.011 AC --s covEaEo PAno ;, 20NIN ok to install approx. 40 linear feet of 6 foot high tan PVC privacy fence as shown on plan. Fence shall be constructed with finished side facing L: outward. , 5. 14' 5. 14' 5. 00, W U W r^ WO O PROPOSED RESIDENCE O a) MODEL: DARLlNGTON-B p) O 2 CAR GARAGE LEFT p o C\1 ne, 00 co LOT J00 1 0 5. 0' r;_ 5.00' ENTRY o 8. 7' Io 0 n x 21. 3' 5. 00' 16' DRIVE 25. 20' 25.20' 10' UTIL. ESMT ryi, 5' CONC. WALK (PC) 3' I FLARES , i LOT 298 LUI = +, dUU JW.r I. B. s.) S 00010' 44" E LIVING = 1,467 SQ.FT. GARAGE = 455 SOXT. 40.0 0' ' ENTRY = 71 SQ.FT. LANAI - 139 SO.FT. RED ROSE LANE DRIVEWAY _ 403 so:FT: 50' RIW) TRACT I PAD 18 SO.FT. WAL KWAY - WAL70 SOFT. UTILITY & ACCESS RIW IMPERVIOUS= 54.6 X 2.623 SQ. FT. SOD - 177 SO. FT. 0 AR ION : APRON m 110 SQ FT Qc PROPOSED =FINISHEDSPOTGRADEELEVATIONBUILDINGSETBACKS: PLOT PLAN ONLY" SIDEWALK = 200 5Q.FT. PER DRAINAGE PLANS SOD = 130 SQ.FT. 1- = PROPOSED DRAINAGE FLOW FRONT = 25' NOT A SURVEY) L A LOT GRADING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN AREA = 5,240 SQ.Fr. PROPOSED F.F. PER PLANS = 25.2' SIOE = 5.0, BASED ON SUPPLIED PLAN DRIVEWAY = 513 SO.FT. SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 SO.Fr. PROPOSED GRADE PER CONSTRUCTION PLAN + CUENT NOT FIELD VERIFIED SOD = 2,307 SO.FT. CR UAS'.E' N.M.ETYE'R-ASCOTT & ASSOC., INC• - LAND SURVEYORS LEGEND - I LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PDL - POINT ON LINE NOTES: F . F.tELDTYP. • TYPICAL I.P. G70N PIPEPRL • POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY T1N7 THIS SURVEY MEETS THE STANDARDS OF PRACTICE SEF FORTH BY THE FLORIDA BOARD OF I.R. LION RDD P'= POINT OF CC 13UND CURVATURE PROFESSIONAL SURVEYORS AND MMPERS IN CHAPTER SJ-17 FLORIDA ADWNISTRATNE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES CA CONCRETE MONUMENT RAIL • RADLOL 2 UNLESS EUDOSSED NTTH SURVEYORS SI MTURE AND 0901 AL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SET LP_ REC E •/.LB 45% NA NON -RADIAL REC. RECIVEIF VP. • POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE ANY BE OTHER REM;CTIONS CALCULATED P.O. B. . POINT OF CBEGINNINGOMMENCE CALL PER ANENT P. O.C. . POINT OF COMMENCEMENT PAX •PERMANENT REFERENCE MONUMENT THAT AFFECT INNS PROPERTY. OR UNDERGROUND 4• NO UNDERGROUNDIMPROVEMEINTSHAVEBEIN LOCATED UNLESS OTHERWISE SHOWN. E CENTERLINE FF. FINISHED FLOOR ELLVATICI S. THIS SURVEY X PREPARED FOR 7HE SOLE BENEFIT Or THOSE CERTIFIED TO AND SHOULD NOT BE REYUED UPON BY ANY OTHER ENTITY. NLD • MALL t DISK D. L • BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR ?HE LOCATION OF IMPROVEWENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT' BOUNDARY UNES. OF-VAY DIM. • BASE MARKWAR RSV - CASEMAIGMTENT ESMT. • ENT B.B. •BASE BEARING 7. BEARINGS ARE BASED ASSUYEO DATUM AND ON THE LINE SHOWN AS BASE BEARING DRAIN. DRAINAGE DRAIN B. ELEVATTO/S, If SY101VN, ARE BUSED ON NA17aKLL CEODEDC W7JTM OF 1929, UNLESS O7HFRH75E NOTED. UT" • UTILITY 9. C7ITTACATE OF AU HORRATTON Ne. 4596. CLFC. + CHAIN LINK FENCE VDFC • VOOD FENCE C/B CGCRCTE BLOCK SCALE I- 1' - 20'-'I 1 DRAWN BY: •'• . P.C. POINTOFCURVATUREP.T. • POINT OF TANGENCY OESC. • DESCRNTION CERTIFIED BY: DATE ORDER No. R • RADIUS PLOT PLAN 05- 26-17 2122-17 n - DDEL AENGTN C • CHARD REVISEDPLOT PLAN 05- 31-17 C.S. "RD SEARING NORTH THIS BUILDING/ PROPERTY DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM- TORN X. GRUSENMEYER. R.L.S. / 4714 ZONE `X" MAP / 12117C 0065 F. JAMES W. SCOTT, R.LS / 4801 SkNFORDI FIRE DEPARTMENT Building & Fire Prevention Division RESIDENTIAL FENCE AFFIDAVIT 6 FEET OR LESS IN HEIGHT) PERMIT#: 1 ?-. 1 J 3 ADDRESS: 41 pa I HEREBY AFFIRM THAT ALL OF THE FOREGOING INFORMATION IS T E AND ACCURATE. THE FENCE WILL BE INSTALLED IN THE APPROVED LOCATION AS SHOWN ON THE APPROVED SITE PLAN. THE FENCE WILL BE NO HIGHER THAN 6 FEET, MEASURED FROM GRADE. THE FINISHED SIDE OF THE FENCE IS REQUIRED TO FACE OUT. IT IS THE HOMEOWNER'S RESPONSIBILITY TO VERIFY THE FENCE IS PLACED WITHIN THE PROPERTY LINES AND ANY DISPUTES BETWEEN ADJACENT HOMEOWNERS WILL BE A CIVIL MATTER. I UNDERSTAND THAT FAILURE TO PROPERLY FOLLOW THESE GUIDELINES AND ADHERE TO ALL CITY CODES (SANFORD LAND DEVELOPMENT REGULATIONS, SCHEDULE F) COULD RESULT IN THE FENCE HAVING TO BE REPLACED, RELOCATED OR REMOVED AT THE OWNER'S EXPENSE. CONTRACTOR THIS AFFIDAVIT, YOU ARE ACKNOWLEDGING YOU HAVE MADE THE HOMEOWNER AWARE OF THE FENCE AFFIDAVIT VS AS STATED ON THIS DOCUMENT. _ COMPANY / CONTRACTOR: CONTRACTOR SIGNATURE: HOMEOWNER (OWNER/BUILDER) OWNER/BUILDER.NAME: OWNER /IBUILDER SIGNATURE: DATE: I I DATE: Z LEASE NOTE" THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON RESIDENTIAL FENCES. THIS AFFIDAI IT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL ANV WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE FENCE. STATE OF FLORIDA COUNTY OF d.. Sworn to and Subscribed before me this. day of lV g I%trrh lure 20 a by: Who is 0 Personally Known to me or has 0 Produced (type of id tification) as identification. Signature of Notary Public I.r p°d, PATRICIA L. BARTELS o , .Notary Public, State of Florida Sta f Florida x " Commission» GG 148852 L My comm. expires Nov. 15, 2021 Gl'f' l c, G- Print/Type/Stamp Name of Notary Public Effective: August 1, 2017 k e/ Revision lZesponse to Comments Permit Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com TraVB mpassed in revision: ding Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date Fax: 7- 0 General description of revision: at o = r Zf ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building SF Z-12- ig Monta Consulting & Design of WMR and Associates, LLC Northpointe I1 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 RECORD COPY Certificate of Authorization # 9177 Lake Mary, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 8, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 299 Framing Repair To Whom It May Concern: Based upon a phone call with Andy D'Ambrosio with Taylor Morrison on 1/4/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan [S4]. It was brought to our attention the above mentioned sheet inadvertently mislabeled the Family Room pocket slider header framing. The builder has requested review and corrected details to correctly address the Family Room pocket slider header framing. Per our review, the contractor shall follow the attached Partial First Floor Framing Plan [S4] addressing the corrected Family Room pocket slider header framing in lieu of the plan indicated PS03/SD4] Header @ Pocket Slider. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. Regards, Reviewed andAppx-o ed%Ay 1V SF°0`' N . 8143,9 0 o ° pz o _ 9 a qT o O SANFORD v S Al ° °°e° '(/ ® PA ;, Brian A. Danzis, P.E. #i 17 - 2 0 3 7 Brya . , ahlke, P.E. Florida Lic. No. 81262 Flo = da Lic. No. 81439 1 / 8/2018 1 / /2018 Page 1 of 3 Lo-w J04 J04 J04 J04 J03 J02 i0i N le a] SDS 2xl 2 SYP #2 LEDGER W/ S) 1/4" x 3-1 t2' SOS SCREWS TO EA. FLOOR TRUSS. ATTACH EA. ROOF TRUSS TO LEDGER WITH SIMPSON 00HUS26W1 (14) 1 Od X I-1t2"NAIL8 TO LEDGER 6) 1 Old NAILS TO TRUSS. 010"ll F12 F wi 7; H2X8 DO TAYLOR MORRISON D THORNBROOKF, LOT 299 PARTIAL. FIRST FLOOR FRAMING PLAN SHEET [S41 SEE ATTACHED REVISED HEADER 2 POCKET SLIDER DETAIL [PS04f;RE\j TO ADDRESS THE i REV CORRECT POCKET SLIDER HEADER FRAfv1 ING AS REQUIRED. CDc"I cl0) 0 IX0%%111111111,ll \ 4F0\ cr Q 00000000. o Az - m o. p z 0 0) go 0 25 C-3C7 q- Ill -n co "5.0 J6 -Z co 0/ 00. go SD000CID 07 cm mi TRUSS LAYOUT AND — CONNECTIONS PER PLAN TO REMAIN TYP. NOT SHOWN THIS DETAIL FOR CLARITY N5 HORIZONTAL BAR AT 8'X8' — CAST IN PLACE HEADER SHALL HAVE MIN 12' HOOK INTO VERTICAL CELL AND MAINTAIN MIN. 25' LAP SPLICE. IF EITHER CELL ADJACENT TO THE WINDOW OPENING IS GROUTED SOLID, DRILL AND EPDXY (1) 95 @ 8-XW CAST IN PLACE HEADER EACH END MIN. 5' USING SIMPSON SE T-XP EPDXY OR EQUAL. CHIP/CUT EXISTING CMU TO ALLOW8' BEARING OVER CMU AS REQUIRED. 00 NOT CUT AND/OR DAMAGE EXISTING VERTICAL REINFORCEMENT) WINDOW OPENING SIZE AND LOCATION PER PLAN TYR DRILL 8 EPDXY (1) N5 VERTICAL FROM FOUNDATION TO BOTTOM OF EXISTING BOND BEAM MAINTAINING MIN. S' EMBEDMENT EACH END USING SIMPSON SET-XP EPDXY OR EQUAL, LAP SPLICE SHALL BE MIN. 25- AND GROUT SOLID ENTIRE CELL W/ MIN. 3000psi CONCRETE (NOT REQUIRED IF REINFORCED CELL IS PRESENT) EXISTING CONT. BOND COURSE Wl (1) N5 GROUTED SOLID TO REMAIN. ADD: CAST IN PLACE MIN 8XB HEADER MAINTAINING e' BEARING EACH END OVER CMU FOR NEW WINDOW OPENING W/ MIN (1) 45 AND GROUTED SOLID USING 3000pM CONCRETE. PROVIDEA-] 8• REMOVABLE PLYWOOD FORMS @ 3 SIDES. MIN. CONTRACTOR RESPONSIBLE FOR PROPER CONCRETE CONSOLIDATION. ADD: AT WINDOW LOCATION OF MASONRY WALL TIE IN FROM NEW TO EXISTING, DRILL 8 EPDXY (1) N5 VERTICAL FROM FOUNDATION TO BOTTOM OF EXISTING BOND BEAM MAINTAINING MIN. 5' EMBEDMENT EACH END USING SIMPSON SET-XP EPDXY OR EQUAL. LAP SPLICE MAX, MAX, SHALL BE MIN. 25' AND GROUT SOLID ENTIRE CELL WI WIDTH MIN. 3000psi CONCRETE DRILL A EPDXY (1) 05 VERTICAL FROM FOUNDATION TO BOTTOM OF EXISTING BOND BEAM MAINTAINING MIN. S' EMBEDMENT EACH END USING SIMPSON SET-XP EPDXY OR EQUAL, LAP SPLICE SHALL BE MIN. 25' AND GROUT SOLID ENTIRE CELL Wl MIN. 3D00pM CONCRETE (NOT REQUIRED IF REINFORCED CELL IS PRESENT) EXISTING FOUNDATION PER PLAN TO REMAIN. NO ADDITIONAL FIELD REPAIRS REQUIRED AT THIS LOCATION MIN. 1.1/2' CLEARA FROM N5 REINFORCEMENT I EXPOSED FACE OF CONCRETE EXISTING e' CMU WALL BEYOND OPENING PER PLAN TYP. SECTION A -A IF SHRINKAGE OCCURS BETWEEN EXISTING BOND BEAM AND CAST IN PLACE CONCRETEHEADER, CONTRACTOR SHALL FILL CRACKS/VOIDS WITH AN APPROVED NON SHRINK GROUT AS REQUIRED. SOLID GROUT ALL CELLS ABOVE AND AT SIDE OF OPENING AFTER RELOCATION IS COMPLETE W/ MIN 3000MI CONCRETE AS REQUIRED: N.T.S. Uzi T d cn r D ° C) 0r c I1i z r m Zz ° O t A 0 OD _ O of /' Y ® O° OOcooeo°pOoo^1 cc EXISTING CONT. BOND COURSE W/ 111 N5 GROUTED SOLID TO REMAIN, CAST IN PLACE MIN e'XB' HEADER MAINTAINING 8' BEARING EACH END OVER CMU FOR NEW WINDOW OPENING W/ MIN (1) 05 AND GROUTED SOLID USING 3000psi CONCRETE. PROVIDE REMOVABLE PLYWOOD FORMS @ 3 SIDES. CONTRACTOR RESPONSIBLE FOR PROPER CONCRETE CONSOLIDATION. DESCRIPTION AS FURNISHED: Lot 299, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Steven and Shantele Days; Inspired Title Services, LLG; First American Title Insurance Company; Taylor Morrison Home Funding LOT 296 N 00010' 44" W 1 40, 00' REC. 1/2= I.R.I 0.4' 0.4'I REC. 1/2" I.R. NO I.D. ON 6' PVC FENCE ON NO I.D. 2 r1,k' LOT 299 19.80' 19.80, 7.O'x3.5' AC PAD 14.3' • 1 15.7' COV'D. o O CON 14.3. 1 5.00, 8" RECESS FOR POCKET SLIDER W Cp N Cp O O TWO STORY p RESIDENCE F.F.= 25.22' o CIQ Nt O 0 COLOT300 b M co 5.0' h 5.00' COV'D. o BRICK of 8.7' rn 1 I 21.3' 5.00' 16' BRICK BRICK WALK 25.2 OR. 5.20' 0." 10' UTIL. ESMT. tiONON y 9.58' PC) REC. N&D 5' CONC WALK REC. N&D 4596 4596 e.e.)S 00o 10' 44" E 40.00' RED ROSE LANE 50' R/W) TRACT I UTILITY & ACCESS R/W 0 Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: r' - = PROPOSED DRAINAGE FLOW FRONT = 25' LOT GRADING TYPE A 4 REAR = 15' PROPOSED F.F. PER PLANS = 25.2' } SIDE CORNER = 10' SIDECEPROPOSEDGRADE PER CONSTRUCTION PLAN + 3P LOT 298 LOT = 4, 800 SO.FT. LIVING = 1, 467 SO[ -- GARAGE = 455 SOFT. ENTRY = 71 SOFT. LANAI = 139 SO.FT. BREEZEWAY = N/ A SO, FT. DRIVEWAY = 403 SO. FF. A/C PAD = 18 so. F7. WALKWAY = 70 SO. FT. IMPERVIOUS = 54. 6 2,623 SOFT. SOD = 2. 177 SOFT. R/W = 440 SO. FT. APRON = 110 SOFT. SIDEWALK = 200 SO. FT. SOD = 130 SO. FT. TOTAL AREAS: PROPOSED INFORMATION SHOWN AREA = 5,240 SOFT. BASED ON SUPPLIED PLAN DRIVEWAY = 513 SOFT. AND/OR INSTRUCTIONS PER SIDEWALK = 270 SO.F7. CLIENT(NOT FIELD VERIFIED) I SOD = 2307 SQ.FT CRUSEINWYER—SCOTT do ASSOC, INC, — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT P,01. POINT ON LINE NOTES: F P. FIELD IRON PIPETYP, PRZ TYPICALPOINT OFREVERSECURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R, IRON ROD P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAJ. THIS SURVEY MAP OR COPIES ARE NOT VAUO. SET I. R. 1/2, IR. r/NLB 4596 N.R. NON -RADIAL 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC, P. O.B. RECOVERED POINT OF BEGINNING W.P. CALL. WITNESSPOINT CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN- P.O. C. POINT OF COMMENCEMENT PRR. FF. PERMANENTREFERENCE MONUMENT FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 4 N& DCENTERLINE NAIL L DISK B.SL. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V RIGHT-OF-WAY B.M. BENCHMARK 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (e.g.) ESMT. EASEMENT B.B. BASE BEARING 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAIN. UTIL. DRAINAGEUTILITY 9. CERTIFICATE OF AUTHORIZA77ON No, 4596. CL.FC. CHAIN LINK FENCE VD.FC. C/BVOODFENCE CONCRETE BLOCK SCALE 1-- 1" a 2O'— DRAWN BY: P.C. P,T. POINT OF CURVATURE POINT OF TANGENCY CERTIFIED BY: OATS ORDER No. DESC. R DESCRIPTIONRADIUS PLOT PLAN 05-26-17 2122-17 L ARC LENGTH REVISED PLOT PLAN 05-31-17 D C DELTACHORD FORMBOARD FOUNDATION/ELEVS. 09-25-17 4168-17 C.B. CHORD BEARING NORTH FINAL/ ELEVS. 02-28-18 948-18 THIS BUILDING/ PROPERTY DOES.NOT LIE WITHIN - - - --I- - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' TO GRUSENM Eft, R.L.S. i 4714 ZONE "X" MAP 12117C 0055 F. JAME W. SCOTT, R.LS >j 4801 o/ Revision Response to Comments Permit # l / f Z03 2 Project Address: Naomi 2zk lJ Lh Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Contact: Daphne Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com ©C' Trades encompassed in revision: General description of revision: Building Plumbing El ctrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention ROUTING INFORMATION Approvals Building SF t -1- 17 RECORD COPY 17-20,3 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 5701 ti Y Project Name: Lot299ThornbrookeDarlingtonBGLN Builder Name: Taylor Morrison Permit Office: City, State, Zip: FL , Permit Number:t USANFORDStreet: Owner: Jurisdiction: 6915Q0 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(3137.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ftz 4. Number of Bedrooms 4 d. N/A R= ftz 10. Ceiling Types (1481.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1481.00 ftz 6. Conditioned floor area above grade (ft2) 2582 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. R= ftz 11. Ducts R ftz 7. Windows(377.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 305.42 ftz b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.844 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ftz b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ftz None c. other (see details) R= 13.00 ftz 15. Credits Pstat Total Proposed Modified Loads: 71.56 Glass/ Floor Area: 0.146 PASS J177Total Baseline Loads: 76.91 1 hereby certify that the plans and specifications covered by Review of the plans and jTHE S7,4jthis calculation are in compliance with the Florida Energy specifications covered by this y yp, Code. calculation indicates compliance 4j with the Florida Energy Code. rsr„ PREPARED BY. +"- - Before construction is completed w DATE: _ __ 1.012711.7 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. w with the Florida Energy Code. Op W-E'v OWNER/ A T: -_ _.__-__ _. - _. BUILDING OFFICIAL: _ DATE: _ _, DATE: I Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/ 27/2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot299ThornbrookeDarlington Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor -___ ---- 13 ft2 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft2 0.28 0 0.72 3 Floor Over Other Space 2nd Floor ---- __-- 1102 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft2 370 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ft2 Y N 10/27/2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 12 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 30 Blown 1469 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To-Wall_T_ype Space R-V_alue-Ft-In Ft In Area R-V_alue-Fraction-Absor.-Grade% 1 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft2 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 7 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ft2 0 0 0.6 0 9 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft2 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood 1st Floor None 39 2 10 8 22.7 ft2 2 Wood 1st Floor None 39 2 9 8 22 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt 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 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 e 3 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 e 4 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 s 5 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 s 5 Vinyl Low-E Double Yes 0.34 0.31 40.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 s 6 Vinyl Low-E Double Yes 0.34 0.31 58.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 s 6 Vinyl Low-E Double Yes 0.58 0.32 72.0 ft2 10 ft 8 in 0 ft 0 in None None 8 w 7 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 w 7 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 w 8 Vinyl Low-E Double Yes 0.34 0.31 5.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 w 8 Vinyl Low-E Double Yes 0.34 0.31 12.9 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 W 8 Vinyl Low-E Double Yes 0.34 0.31 39.1 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 10/27/2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 Igo] NLTA 101t-V4111EI GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1973.2 108.32 203.72 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF: 8. 5 21.8 kBtu/hr 1 HSPF:8. 5 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # Supply ---- Location R- Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft2 Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 10/27/ 2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin ( Jan Heating tX} Jan Feb Feb Mar lX} Mar A r Apr Ma May Junrj Jun jjXj Jul Jul AugxlAuSep Se [ Oct Oct Nov NovDec Dec Ventin [ ] Jan Feb X Mar l A r Ma Jun Jul Aug Se [X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/27/2017 8:44 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=13.0 1521.00 ft2 2. Single family or multiple family Single-family b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1481.00 ft2 6. Conditioned floor area (ft2) 2582 b. N/A R= ft2 c. R= ft2 7. Windows** Description Area 11. Ducts R ft 2 a. U-Factor: Dbl, U=0.34 305.42 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 b. U-Factor: Dbl, U=0.58 72.00 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 25.2 SEER:16.00 SHGC: b. Central Unit 25.2 SEER:16.00 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.844 ft. b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft2 a. Electric EF: 0.95 b. Floor Over Other Space R=0.0 1102.00 ft2 b. Conservation features c. other (see details) R= 13.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/27/2017 8:44 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -Manual S Compliance Report Job: Lot299ThornbrookeDarli... Date: 6/4/2014 HUTI118+a1RWNIMMING ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, 4040e• . El Pro ect formati ject lhon ,, For: Taylor Morrison CoolingEquipment .s. r .. Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17880 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.3°F Latent gain: 2784 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 20664 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 20341 Btuh 114% of load Latent capacity: 2247 Btuh 81% of load Total capacity: 22588 Btuh 109% of load SHR: 90% f uien Heat ng Epmt , q Design Conditionsdesign DB: 41. 70F Heat loss: 19587 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.1OF Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22412 Btuh 114% of load Capacity balance: 38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5. 7 kW 100% of load Temp. rise: 58 OF Meets are all requirements of ACCA Manual S. wri htsoft eon- Oct-27 08:ge 1 9 Right - Suite® Universal 2017 17.0.23 RSU24011 Page 1 14CCA... IingtonBGLN\ Lot 299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N For: Taylor Morrison Cooling Equipment J,x z Design Conditions Outdoor design DB: 92.5°F Sensible gain: 15630 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2943 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 18573 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230"++TDR Actual airflow: 840 cfm Sensible capacity: 17827 Btuh 114% of load Latent capacity: 3138 Btuh 107% of load Total capacity: 20965 Btuh 113% of load SHR: 85% MEN e • • f • AI • Design Conditions Outdoor design DB: 41.7°F Heat loss: 13624 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Entering coil DB: 69.0°F Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 165% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 86% of load Temp. rise: 13 OF Meets are all requirements of ACCA Manual S. t 31 Wrl htSOft$ 2017-Oct-27 08: age9Right-Suile Universal 2017 17.0.23 RSU24011 Page 2 AC A...IinglonBGLN\Lo1299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Job: Lot299ThornbrookeDarli... Z-DELAIR Component Constructions Date: 6/4/2014 HUMG®AIR CONNn iG Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 .. h MR Pro ectlnformatlon F Taylor• • inn!ContlitiC Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain p BtuhV-°F ft'-°F/Btuh Btuh/ft2 Btuh Btuh/ft2 Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 112" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr )ow-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 It window ht, 1 ft sep.); 6.67 ft head ht n 240 0.091 13.0 2.58 618 2.34 562 e 461 0.091 13.0 2.58 1186 2.34 1079 s 200 0.091 13.0 2.58 515 2.34 469 w 470 0.091 13.0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 51 0.201 0 5.69 292 4.35 223 e 470 0.201 0 5.69 2671 4.35 2044 s 150 0.201 0 5.69 851 4.35 651 w 433 0.201 0 5.69 2462 4.35 1883 nw 24 0.201 0 5.69 134 4.35 102 all 1127 0.201 0 5.69 6410 4.35 4904 218 0.091 13.0 2.58 562 1.44 315 n 30 0.340 0 9.62 289 10.6 317 e 30 0.340 0 9.62 289 30.4 911 s 30 0.340 0 9.62 289 10.8 323 s 40 0.340 0 9.62 385 10.8 431 w 15 0.340 0 9.62 144 30.4 455 all 145 0.340 0 9.62 1395 16.8 2438 e 39 0.340 0 9.62 374 30.4 1180 s 58 0.340 0 9.62 561 12.2 708 w 39 0.340 0 9.62 374 30.4 1180 all 136 0.340 0 9.62 1308 22.6 3067 s 72 0.580 0 16.4 1182 16.8 1213 w 6 0.340 0 9.62 58 30.4 182 Wrl htSOft 2017-Oct-2708:age1QRight -Suited Universal 2017 17.0.23 RSU24011 Page 1 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House laces: N 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, w 5 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 13 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 23 0.390 n 22 0.390 all 45 0.390 Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" 1482 0.032 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 9.62 51 30.4 160 0 9.62 125 30.4 393 0 11.0 250 12.0 272 0 11.0 243 12.0 264 0 11.0 493 12.0 536 30.0 0.91 1342 1.42 2098 19.0 1.41 18 0.71 9 0 28.0 4126 0 0 31 wri htsoft' 2017-Oct-27 08: age9Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 i... IingtonBGLN\ Lot 299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Or Area U-value ft Btuh/ft-F n 51 0.201 e 470 0.201 s 150 0.201 w 433 0.201 nw 24 0.201 all 1127 0.201 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht w all 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" s gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31), 5O% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht 218 0.091 Insul R Htg HTM Loss Clg HTM Gain ft-FBtuh BtuhW Btu BtuhV Btu 0 5.69 292 4.35 223 0 5.69 2671 4.35 2044 0 5.69 851 4.35 651 0 5.69 2462 4.35 1883 0 5.69 134 4.35 102 0 5.69 6410 4.35 4904 13.0 2.58 562 1.44 315 39 0.340 0 9.62 374 30.4 1180 58 0.340 0 9.62 561 12.2 708 39 0.340 0 9.62 374 30.4 1180 136 0.340 0 9.62 1308 22.6 3067 72 0.580 0 16.4 1182 16.8 1213 5 0.340 0 9.62 51 30.4 160 13 0.340 0 9.62 125 30.4 393 Doors 11 DO: Door, wd sc type nw 23 0.390 0 11.0 250 12.0 272 n 22 0.390 0 11.0 243 12.0 264 all 45 0.390 0 11.0 493 12.0 536 1 Wrl htSOft' 2017-Oct-27 08:43:31 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3 ACCk ..IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Ceilings 16CR-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 12 0.032 30.0 0.91 11 1.42 18 147 0.989 wrightsoft' Right-SuiteRO Universal 2017 17.0.23 RSU24011 XCK... IingtonBGLN\ Lot 299ThornbrookeDarlinglonBGLN.rup Calc = MJ8 House faces: 28.0 4126 2017-Oct-27 08:43:31 Page 4 Component Constructions Job: Lot299ThornbrookeDarli... Date: 6/4/2014 HUM a AIR CONDtT11]H@iG a/ I U Z By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Cooling Dry bulb (IF) 42 93 Daily range (OF) - 17 ( M) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (IF) Design TD (°F) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft Btuh/ft-F W-T/Btuh Btuh/W Btu BtuhV Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 240 0.091 13.0 2.58 618 2.34 562 fnsh, 2"x4" wood frm, 16" o.c. stud e 461 0.091 13.0 2.58 1186 2.34 1079 s 200 0.091 13.0 2.58 515 2.34 469 w 470 0.091 13.0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it e 30 0.340 0 9.62 289 30.4 911 overhang (5 it window ht, 1 it sep.); 6.67 ft head ht s 30 0.340 0 9.62 289 10.8 323 s 40 0.340 0 9.62 385 10.8 431 w 15 0.340 0 9.62 144 30.4 455 all 145 0.340 0 9.62 1395 16.8 2438 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 6 0.340 0 9.62 58 30.4 182 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors none) Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 112" 1469 0.032 30.0 0.91 1331 1.42 2080 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 2017-Oct-27 08:43:31 W rl htSOft" 9 Right-SuiteC Universal 2017 17.0.23 RSU24011 Page 5 MCA...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Al Project Summary NEATM6 MMM(; Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison JA LS • JA LS • 1 • JA Des n=alnformation AQ1,. Weather: Orlando Intl AR FL, US Job: Lot299ThornbrookeDarli... Date: 6/4/2014 By: FJF Winter Design Conditions Summer Design Conditions Outside db 42 IF Outside db 93 IF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 26306 Btuh Ducts 6904 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 33211 Btuh Simplified Average 0 Heating Cooling Area (ft2) 2582 2582 Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref. n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 IF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Sensible Cooling Equipment Load Sizing Structure 24128 Btuh Ducts 9382 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 33510 Btuhsensible Latent Cooling Equipment Load Sizing Structure 4164 Btuh Ducts 1562 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5726 Btuh Equipment Total Load (Sen+Lat) 39236 Btuh Req. total capacity at 0.70 SHR 4.0 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref. n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-27 08:43:32 wrightsoft, Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 MCA_.IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc - MJ8 House faces: N AIRProject Summary Job: Lot299ThornbrookeDarli DEL Date: 6/4/2014 ... HEATING'* AIR MDrr]Ott G ahu 1 By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Notes: LS • 1 • JA Deli nlnformatlorl."Mom Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 16979 Btuh Ducts 2607 Btuh Central vent ( 0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19587 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Co lin Area (ft2) 1467 Volume (ft3) 13706 13706 Air changes/ hour 0.38 0.20 Equiv. AVF ( cfm) 87 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 38 OF Backup: Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 15259 Btuh Ducts 2621 Btuh Central vent ( 0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer' s data y Rate/swing multiplier 1.00 Equipment sensible load 17880 Btuh Latent Cooling Equipment Load Sizing Structure 2608 Btuh Ducts 176 Btuh Central vent ( 0 cfm) 0 Btuh pone) Equipment latent load 2784 Btuh Equipment Total Load (Sen+Lat) 20664 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX- 024-230-19 Coil CBA27UHE- 024-230`++TDR AHRI ref 10258598 8.5 HSPF Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh 21800 Btuh @ 470F Latent cooling 6300 Btuh 24 OF Total cooling 25200 Btuh 840 cfm Actual air flow 840 cfm 0.043 cfm/Btuh Air flow factor 0.047 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Input = 6 kW, Output = 19587 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct- 27 08:43:32 Wrightsoft Right - Suite@ Universal 2017 17.0.23 RSU24011 Page 2 10*-Cp.... IinglonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc - MJ8 House faces: N Project Summary Job: Lot299ThornbrookeDarliL ... IR Date: 6/4/2014 HEATIH6'- Aut CONDI'MKI G ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Notes: LS .. t Desi n.elnformation ,;.. Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 9327 Btuh Ducts 4297 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13624 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ftz) 1115 1115 Volume (ft3) 13223 13223 Air changes/hour 0.44 0.22 Equiv. AVF (cfm) 97 49 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 OF Backup: Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 8869 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 15630 Btuh Latent Cooling Equipment Load Sizing Structure 1556 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 2943 Btuh Equipment Total Load (Sen+Lat) 18573 Btuh Req. total capacity at 0.75 SHR 1.7 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 8.5 HSPF Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh 21800 Btuh @ 470F Latent cooling 6300 Btuh 24 OF Total cooling 25200 Btuh 840 cfm Actual air flow 840 cfm 0.062 cfm/Btuh Air flow factor 0.054 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-27 08:43:32 WrightsOft` Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3 ACCK_.IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc - MJ8 House faces: N DEL -AIR Right-JO Worksheet NEU=-ftffl"OnWIMIH8 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.4 It 147.4 1t 3 Room height 9.2 It 9.3 It 4 Room dimensions 5 Room area 2938.3 ft2 1469.0 It' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool Vt/ 13A-2ocs 0.201 e 5.69 4.35 508 470 2671 2044 508 470 2671 2044 t-G 2A-2ov 0.340 e 9.62 30.36 39 0 374 1180 39 0 374 1180 il12C- Osw 2A 2ov v 0 091 0 340 0 340 s F s ' 5 2 58 9:62 9.62 2 34 10 77 10.77 270 30 40 200 26 35 515 289 385 469 323 431 0 0 0 0 0 O 0 0' Vt/ 13A-2ocs 0.201 s 5.69 4.35 280 150 851 651 280 150 851 651 2A-2ov 0.340 s 9.62 12.15 58 0 561 708 58 0 561 708 I G 2A-2ovd 0.580 s 16.41 16.85 72 72 1182 1213 72 72 1182 1213 112C 2A2ov 2A 2ov "'' 0 091 0340 0.340 w,' w`' w 2.58 9.62 9.62 2:3A 30,36 30 36 491 6 15 470 0 0 1209 58 144 1100 182 455 0 0 O O 0 0_ 0; sg 0 0 0 A tY 0'. 13A-2ocs 0.201 w 5.69 4.35 490 433 2462 1883 490 433 2462 1883 G 2A-2ov 0.340 w 9.62 30.36 5 0 51 160 5 0 51 160 I--G 2A-2ov 0.340 w 9.62 30.36 13 0 125 393 13 0 125 393 2A-2ov 0.340 w 9.62 30.36 39 0 374 1180 39 0 374 1180 W 13A-2ocs 0 201 nw, 5 69 4 35 46 24 4 134 102 46 24 : 134 102' 1 D.. J10.0 I __ __._.. 0.390 nw_ 11. 04 1.1. 99. 23 ._ 23 25O 272 23 u., 23 __- 250- ----2Z2 Pt 12C-Osw 0.091 2.58 1.44 240 218 562 315 240 218 562 315 11DO 0.390 n 11.04 11.99 22 22 243 264 22 22 243 264 C ` 16CR 30ad 6.032 019V 1.42 z. k. ,: 1342 Asa-.r 2098 12 12 n 1V E 118 F 20P-19t 0.050 1.41 0.71 13 13 18 9 0 01 0 0 61 c) AED excursion 10 10 Envelope loss/gain 20597 18525 14268 10605 12 a) Infiltration 5709 1808 2711 859 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (lines 6 to 13) 1 26306 24128 16979 15259 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26306 24128 16979 15259 15 Duct loads 26% 39% 6904 9382 15% 171X. 2607 2621 Total room load 33211 33510 19587 17880 Air required (cfm) 1680 1680 840 840 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed wrlghtsoft' Right -Suite® Universal 2017 17.0.23 RSU24011 2017-Oct-27 0Page1 AGCPA...IingtonBGLN\ Lot 299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N 9 DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 2 2 Exposed wall 169.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 1469.3 tt2 Ty Construction U-value Or HTM Area (ftz) Load Area Load number (Btuh/ft? °F) (Btuh ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw = 0.091 n , 2:58 2.34 270 240 6113 562 2A 2ov 0.340..,y n. 9:62 JO.5$ 0 289 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 12C-0sw 0 091 T-e 2 58; 2.34 401 461 1186 0 0,079 11 2A 2ov-_.; Q0.340 e 9.62 30.36 0 P .1 289 V)! 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 12C Osw 0.091 s - 2 58 2.34 27D 200 515 a 469 2A 2ov , 0.340 s ' 9 62 10:77 30 289 323 28 2fv i 0 340 s 9'62 10.77 M ..,. AO 35 385 43:1 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 F --G 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 G 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 02C 0sw 0.091 w 2 58 2.34 491 470 1209 1100 2A-2ov 0 , w 9.62 30.36 6 M 58 1822A-2ov w _', 9:62 30.36 15 0 1-- 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 13A 2ocs' 0r201 nw, 5.69 4.35 0 0 0 0 1 PI 12C-0sw 0.091 2.58 1.44 0 0 0 0 L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 61 c) AED excursion 0 Envelope loss/gain 6330 7919 12 a) Infiltration 2998 949 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9327 8869 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9327 8869 15 Duct loads 46 % 76 % 4297 6761 Total room load 13624 15630 Air required (cfm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsoft- 2017-Oct-27 08:43:32 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 ACCk _.Iington3GLN\ Lot 299Thome rookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet IWMM VGB CIIlMM M1118 ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.4 it 42.0 it 3 Room height 9.3 it 9.3 it heat/cool 4 Room dimensions 17.0 x 15.5 it 5 Room area 1469.0 ft2 263.5 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number Btuh/ft2_°F) Btuh/ft2) or perimeter it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0 091 n° 0.00 0:00 0 0 0 0 0 0 0' 2A 2ov ` 0.340 n 0.00 0100 4:; p p 0 0 0 0 p p 13A-2ocs 0.201 n 5.69 4.35 51 51 292 223 0 0 0 0 1 1 G VWY! W2ov e 0.00 0 Q 02A 13A-2ocs 0.201 a 5.69 4.35 508 470 2671 2044 89 89 504 386 2A_2ov 0.340 e 9.62 30.36 39 0 374 1180 0 0 0 0 Osti 0 091 s 0 00 0:04 0 0. 0 0 0 00 0 T i` 12C 2A 2ov • ; 0 340 s 0'.`00 0.00 0 0 0 0 0 r 0. Q 0 26'2ty 0340 s 0.000:00 0 0 ,,, 0 r 0 0 0 0 w 13A-2ocs 0.201 s 5.69 4.35 280 150 851 651 145 86 491 376 f-C 2A-2ov 0.340 s 9.62 12.15 58 0 561 708 58 0 561 708 L-G 2A-2ovd 0.580 s 16.41 16.85 72 72 1182 1213 0 0 0 0 12C Osw' 0 091 w' 0 00 O OO 0 y 0 O F n 0 O 76 0 0 2A 2ov, 0 340 w 0 OQ 0.00 0 0 0 0 0 0 0 0 2A-2ov _ v; 034Q w- 0.00 OM 0 0 0. 0',_, 0 0 13A-2ocs 0.201 w 5.69 4.35 490 433 2462 1883 159 159 902 690 2A-2ov 0.340 w 9.62 30.36 5 0 51 160 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 13 0 125 393 0 0 0 0 2A 2ov 0,340 w 9.62 30.36 39 0 374 1180 0 0 0 0 W ' = 13A 2ocs: 0 201 my 5,69 435 46 24 9 L 102 0 0 0 s°0 QL=D_iL1DO 390 rm .._...__91,44 1i 9 23 23 50._72 0.. A. P 12C-Osw 0.091 2.58 1.44 240 218 562 315 0 0 0 0 11n0 0.390 n 11.04 11.99 22 22 243 264 0 0 4 0 6 c) AED excursion 0 148 Envelope loss/gain 14268 10605 3634 2012 12 a) Infiltration 2711 859 772 245 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 1 230 Appliances/other 2415 600 Subtotal (lines 6 to 13) 16979 15259 4406 3087 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16979 15259 4406 3087 15 Duct loads 1 159/6 17% 1 2607 2621 15% 15% 661 463 Total room load 19587 17880 5067 3 550 Air required (cfm) 840 840 217 167 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF,ttsoft' 2017-Oct-27 08:43:32 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3 ACCk _IingtonBGLN\Lo1299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL AIR Right-M Worksheet HUnM-= CONMUMM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 12.0 It 0 It 3 Room height 9.3 ft heat/cool 9.3 it heat/cool 4 Room dimensions 12.0 x 8.0 ft 6.5 x 7.5 It 5 Room area 96.0 ft2 48.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ C 12C-Osw 2A-2ov ,.. , 0.091 0:340 n n •' 0.00 0.00 0.00 0;00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 11 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 12C-0sw r- 2A 2ov 0091 0.340 a e 0.00ice ,..,,,,,, 0.00 OOQ 0.00 0 0 0 0 0 O 0 0 0 0 W 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 12C Osw 0 091 s 0 00 0 DO 0 0 0 0 0 0 0 0' 2A 2ovx ., 26-2fw-••• " 0 340 0.340 s s a 0 00 0.00 0 00 0:00 0 6 A"..•.,-' D 0 D 0 p.. 0 a-:. 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 F -G 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 C 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0 091 0 340 0.340 w wz w ' OM 000 0.00 0.00 0.00 O.00I 0 0 D 0 D 0 0 0 0 sue.:;:, 0 0 0 0 0 0 0, 0 p 0 0` 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 112 112 637 487 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 fit" 13A-2ocs tDo a 0 201€nw Q 3 0 nw_ 5-69 1 4.35 1 .,1i:99 D 0 O0 A O. 0 ' 0 o 0 0 00 0 0_ PI 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 G AT6CR-30_a_d__ H i0.032 0.91 1.42 0 0 NIMP" 0 0, 0 0 0' 0! F 20P 19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl + 908927.99 0:00 a, 96 12 -,; 336 ' 0 49 w 0_ P OF u T MM, 6 c) AED excursion 55 0 Envelope loss/gain 973 432 0 0 12 a) Infiltration 221 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 1193 502 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193 502 0 5 15 Duct loads 15% 15%1 179 75 15%1 151% 0 1 Total room load 1 1372 578 0 5 Air required (cfm) 591 27 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsofit- 2017-Oct-27 08:43:32 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 4 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL: AIR Right-JO Worksheet HEATOM,•AM CQMMMMH ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name mstr we den 2 Exposed wall 0 it 10.5 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 5.5 x 3.5 it 19.3 ft2 10.5 x 11.5 it 120.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool 1 Gross I N/P/S Heat I Cool W 13A-2ocs G ?A-2ov 12IVC Osvu, 2A 2ov 26- 2fv 13A- 2ocs 2A- 2ov 2A- 2ovd 12C Osw 2A toy 2A` - 2ov 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov - I 13A 2ocs J1D0 ^>" P 12C-Osw L-- D 11 DO a-, F 20P-19t 0. 201 e 5.69 4.35 0. 340 e 9.62 30.36 0 091 s 0 00 0.00 0. 340 s 0,00 0 00 0 340ss 0.00 0.00 0. 201 s 5.69 4.35 0. 340 s 9.62 12.15 0. 580 s 16.41 16.85 0 091 w , 0-' 0.00 0340i% 0.00 f 0:00 0 340 w,; iig, f 00 0.00 0. 201 w 5.69 4.35 0. 340 w 9.62 30.36 0. 340 w 9.62 30.36 0. 340 w 9.62 30.36 0. 201 nw ; 5.69 4.35 Arr39Q r 4r_' 11...04 t1 9 0. 091 2.58 1.44 0 0 0 0 0 0 0 0 0 _ 0 0 0 0 0. 0, 0 9 0 0 0 0 0 0 0 0 0 0, " 0 0 " per 0 0 0 0 - 0' ,. 0 9 336 257 0 0 0 0 0 0 0 374 1180 0 y0 0. 0 0 61 c) AED excursion 10 479 Envelope loss/gain 0 0 1004 1915 12 a) Infiltration 0 0 193 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5 0 Subtotal ( lines 6 to 13) 0 51 1197 1977 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1197 1977 15 Duct loads 15 % 15 % 0 1 15 % 15 % 180 296 Total room load 0 5 1377 2273 Air required (cfm) 0 0 59 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Ri ht-Suite@ Universal 2017 17.0.23 RSU24011 2017-Oct-27 08:43:32 AG P 9 Page 5 lingtonBGLN\ Lot 299ThornbrookeDarlingtonBGLN.rup Calc = MJS House faces: N ELAIR Right-JO Worksheet MEATUM- AM CQ(TMIMINB ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF t Room name util pwdr 2 Exposed wall 6.5 It 12.0 It 3 Room height 9.3 It heat/cool 9.3 it heat/cool 4 Room dimensions 6.5 x 6.5 It 6.5 x 6.5 ft 5 Room area 42.3 ft2 42.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft? °F) Btuh/ftz) or perimeter Ifl) Btuh) or perimeter (it) Btuh) Heat Cool Gross I N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2A-2ovs,«, c 0:091 r0.340n m A:00 0.00-.. 0 00 O.QO qb0 0 0 0 0 0 0 0 0 0 0 0 0' W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 51 51 292 223 1 1 12COsv 2A 2ov iW',_0 0091 340 e Vie.' 6.00 D 00 0:00 f i 0:00 0 0 0f N_0 0 0 0 0 0 0 r 0" 0 z Vt/ 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 12C Osw 2A 2ov " ,q G2B 2fv..,0.3 0 091 0 340 s s, 0 00 D:00 0 00 F O 00 0 0 0 0 0 0 0 0 0 0 0 r • K „ 0 r, , ; 0,., 0 0 0 0 0 K..,, ,',0' W 13A-2ocs 2A-20v 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3G 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 6 30 4 6 5 3 L 711 60 2 39 012A2o s._ 0.340 W.. 9.62 30.36 0 P `' 16CR 30ad...,,... ,0 090 n 11.04 11. 1 99 0 - v 0 _. 0.._. 0 ,,, ;,. -. 0 0 n C 0:91 1s420 0 0 a,.v, 0 F 9nP-tar n nsn n nn n nn l n n n F, .w 6 c) AED excursion 87 17 Envelope loss/gain 578 687 993 641 12 a) Infiltration 120 38 221 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 697 1325 1214 711 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 697 1325 1214 711 15 Duct loads 15% 15% 105 199 15% 151% 182 107 Total room load 802 1524 1396 818 Air required (cfm) 34 72 601 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofit-- 2017-Oct-27 08:43:32 Right -Suite@ Universal 2017 17.0.23 RSU24011 Page 6 IinglonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N RDEL-AIR Right-J@ Worksheet HUTIM - AM COMMMMM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299Th orn b rookeDarlin gt Date: 6/4/2014 By: FJF 1 Room name family mn dining mn 2 Exposed wall 35.0 It 10.0 It 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 210.0 ft 5 Room area 297.3 It' 210.0 ft2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (W) Load number BtUWft2-'F) Btuh/ft2) or perimeter (ft) 13tuh) or perimeter (ft) 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 o .091 n O.GC 0.00 0 0 54R 0 0 o L 2 E0ovsw'! N n 0.00 0.00 0 o M'Wo 0 0 0 W 13A-2ocs 0.201 n 569 435 0 0 0 0 0 0 0 0 1- KOs w 0:091,1"a 0.00" 0 7 0 11 6.846 0.0010.00- 0 0 0 0 0 Ww 0 0 13A-2ocs 0.201 e 5.69 4.35 191 191 1088 832 93 54 310 237 t-G 2A-20V 0.340 e 9.62 3036 0 0 0 0 39 0 374 1180 12C Osw 2A, 2ov . ...... 2B'2f-v-,-".'-" 0 091 0: 0. 340 sg i s 0.00 0.00 0-00 0:00 0.00 0 0 0 0 0 0 0 0 0 0 0 6" 6 4- 13A-2ocs 2A-20 0.201 0.340 s s 5.69 9.62 4.35 12.15 135 0 63 0 360 0 275 0 0 0 0 0 0 0 0 0 2A-2ovd 0.580 s 16-41 16.85 72 72 1182 1213 0 0 0 0 A a' 2A-2ov ANal 0,0911 0 3,40 a ",N9.340WN' w,, 0.00 0.00 0.00 0 00 0 00 0 00 0 0 0 0 00 0, 0A 0 0 0 0 0 A 13A-2ocs 0.201 w 5.69 4.35 0 6 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-20v 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A-29cs 4201 nwbn .. 5.69 11_041_,, 7, -4. 35 11-9.9, 0 0 o-, 0%, i 0 77777---d 0 0 0 0 6 0 a wo P 12C-0sw 0.091 2.58 1.44 0 0 0 0 6 0 0 0 L-D 11DO 0.390 n 11.04 11.99 0 0 0 0 0 11 0 0 C -'16CR-30ad A,'0.032 1!42 0, am 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 12A- 1p( 27.99 0.00 LL 7 0 - 77777ib 280 777777777 17 777-- 7777-- 7 6 c) AED excursion 339 244 Envelope loss/gain 3609 1981 963 1661 12 a) Infiltration 644 204 184 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4253 3105 1147 1949 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4253 3105 1147 1949 15 Duct loads 151% 15% 638 466 151% 150/61 172 292 Total room load 4891 3571 1319 2241 Air required (cim) 2101 1681 1 571 105 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A4_ vvA-ightsc>ft- 2017-Oct-27 08:43:32 Right -Suite@ Universal 2017 17.0.23 RSU24011 Page 7 ACCK lingtonBGLN\Lo1299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces. N EL --AIR Right-M Worksheet xrmmo. am corrmrtmaxs ah u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name pantry kitchen 2 Exposed wall 0 it 19.4 It 3 Room height 9.3 It heat/cool 9.3 ft heat/cool 4 Room dimensions 6.0 x 3.5 It 1.0 x 308.0 It 5 Room area 21.0 ft2 308.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat Cool 6z W 11 VL Vf/ 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 135 135 770 589 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 I 12C Osw 2A 2ov i26 2fv ,,;; 0 091 0 340 0 340 s -- s. s,,, 0 000 0:00' 0.00' 00 000 0.00 0 D 0 0 0 0011 0 0 A0 4 .. 0 0 6 0 0 Kb 0" 0 a,. . 0 0 0 A 0: 0 0< F-- I 13A-2ocs 2A-20v 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 2A-2ovd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 12C Osvv; '0 2A 2ov 2A 2ov _ 091 0 340 0 340 w w w , i 0.00 0:00. 0.00 0 00 Os00, 000 J 0 O 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 Vh13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-20v 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 13A 2ocs ,.- Q 201 390 nw nw: 5.69 J:1_04 4.35 11. 99 0 0 0 0 0 s D 0 a fw D 4624 23 23 134102' 50. 2Z2: P 12C-Osw 0.091 2.58 1.44 0 0 0 0 240 218 562 315 11DO 0.390 n 11.04 11.99 0 0 0 0 22 22 243 264 C_.., a16CR-30a<i_.. 0:032 0.91 1:42 0 0__3 0 i, 0 12 912 11 f8' F 9nF-1qt n n.5n n nn n nn n n 0 0 n n 0 0 6 c) AED excursion 0 283 Envelope loss/gain 0 0 2513 1276 12 a) Infiltration 0 0 358 113 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 51 2871 2589 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2871 2589 15 Duct loads 15% 15% 0 1 17% 28% 491 721 Total room load 0 5 3362 3310 Air required (cfm) 0 0 144 156 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Oct-27 08:43:32 Right -Suited Universal 2017 17.0.23 RSU24011 Page 8 IingtonBGLN\Lot299ThornbrookeDarlinglonBGLN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet xEarero=amcoxmnomxs ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 it 39.5 It 3 Room height 9.0 it 9.0 it heat/cool 4 Room dimensions 14.5 x 15.5 It 5 Room area 1469.3 ft2 224.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btutdit2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool I Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 13A-2ocs 2A-2ov 0.201 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2ocs: 0 M f nw" z 0.00 0.00 0 0 0 0 0 0 y0, 0 11 D0 « : _390 ._tm _" — Q OO. —QOD 0 ws 0 —. _ 0 P 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 16CR_30ad a 0 032 .' " 0.911 1.42 _t°469 ,,. , 1469 . 1331 2080 -: ice` ,:, :, 225 204" 318' F 20P-19t 0.050 1.41 0.71 13 13 18 9 0 01 0 0 61 c) AED excursion 1 0 96 Envelope loss/gain 6330 7919 1330 1308 12 a) Infiltration 2998 949 701 222 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) 9327 8869 2031 1530 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9327 8869 2031 1530 15 Duct loads 460% 76 % 4297 6761 46 % 76 % 936 1166 Total room load 13624 15630 2967 2696 Air required (cfm) 840 840 183 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Oct-27 08:43:32 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 9 IinglonBGLN\Lot299ThornbrookeDarlinglonBGLN.rup Calc = MJ8 House faces: N QDEL-AIR Right-JO Worksheet TM -AM C01MUNINH ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name bth 2 bth 3 2 Exposed wall 9.0 It 11.5 R 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 9.0 x 54.0 ft2 6.0 It 11.5 69.0 ft' x 6.0 it Ty Construction U-value Or HTM Area ft2) Load Area (ft2) Load number Btuh/ft-°F) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A,2ov 0.091 0.340 n n 2.58 9.62 234 10€58 0 0 w- D 0 0 00 0 rs --0 0 0:RO W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 12COsw 2A 2ov "." w 0091"..e' 0:340 e '. 2.58, 9.62 _ 2.34 30.36, 0 0 0wo 0 0 0, 0 0 0 V/ l-C 13A-2ocs 2A-2ov 0.201 0.340 e e 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W L_G26-2fv,; 12C Osw 2A-2ov. ,. 0 091 9 340 0340 s"` s„ 2, 58 9.62 9.62 2.34 10.77 10.77 0 0 0 0 0 0 0 0 d.- 0, 0„ 0 0 0 0 0 0 p 0 0 Ash 0 0 0 0 a,.: 0 vie 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 2A-2ovd 0.340 0.580 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 2C Osw ,,, 2A 2av 2A 2ov ..43400 0.091 0.340, w w w''' ' 2.58 9:62 9:62 2 34 30:36 30.36 181r 6 0 az75 0 193 58 176 182 '" 0 ' 104 0 0 04 0 0 IeQ 267 0 0,e,,p 243' 0 W 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 T 13A-2ocs 0 201 ew0:00 av- O.QQ 0:00 0.0.0 0RLD 0 0 O 0 0 i'0 0 n ,.,., 0 0 0 0': P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 0 16CR-30adZ «„ 0.032 0.91 1.42 A,,,54 ONWM49 76 " 69 69 62 F 2OP-19t 0.050 1.41 0.71 0 0 6 0 0 0 0 0 F a 22A'apl 0.989 0:00 0;00 t 0 0 0 0 ;:,,, 0' 0 p 0; K.; 6 c) AED excursion 60 32 Envelope loss/gain 300 495 329 308 12 a) Infiltration 160 51 204 65 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) 459 545 533 373 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 459 545 533 373 15 Duct loads 46 % 76 % 212 416 46 % 76 % 246 284 Total room load 671 961 779 657 Air required (cfm) 41 52 48 35 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrightsOft" Ri hl-Suite® Universal 2017 17.0.23 RSU24011 2017-Oct-27 08:43:32 g Page 10 linglonBGLN\Lo1299ThornbrookeDarlinglonBGLN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet HrT.A, OMS ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 it 7.0 it 3 Room height 9.0 it heat/cool 9.0 it heal/cool 4 Room dimensions 14.0 x 14.0 it 9.5 x 5.0 it 5 Room area 196.0 ft2 47.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 9 2C Osw , 0 091 n' 2.58 2 34 126 111 286 260 45 45 116 105 2A=2ov3 g =0.340 n - 9.621Oa58 15 0 1.44 159 0 0 0 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 0 091 a 2.58 2-3 4 0 y0 0 0 0 0 0 0 11 l___ 2A=2ov -_ ? Q 40 MV, 9.62 30.36 0 __. 0 p p 0 0 -._0 0' W 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 c 2A 2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 12COsw-•• Y r 0091 s 258 234 0 e 0 0 0 0 0 x 0 0 2A 2ov0 340 s 9 62 10:77 i3 •00 0 0 0 0 0 26-2fv ''` .r 0 340 5 9.62 10.77 0 0 0 0 per_ 0 0' W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 12C Osw `s 0 091 w , 2.58 2`34 126 111 286 260 18 18 46 42 2A 2ou 0 340 w° 9.62 30.36 0 gt 0 0 0 2 u 0 0 0 0 340 w„_; r 9.62_ 30 36 1_5 0. 144 t w; 455 0 0 0' 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs ^ ,; 0 201 nw O OQ 0 00 z 0 0 i 0 0 0 0_ 0` A 4..11 DO 0.390 nw.. 0._OQ 0.00.t E :' --. 0. 0 9 A 0 0 r_. 0_ p P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30acI .,, , -'- Or032 A:91€ 1.42 1'96 196 177 a ,,,,=`. 278 48 s $:. 48 43 67 lF20P-19t 0.050 1.41 0.71 0 0 0 0 11 11 16 8 61 c) AED excursion 1 79 21 Envelope loss/gain 1038 1491 221 202 12 a) Infiltration 497 157 124 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1535 1649 345 241 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1535 1649 345 241 15 Duct loads 1 46% 76% 707 1257 461 76% 1591 184 Total room load 2242 2905 504 425 Air required (cfm) 138 156 31 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Oct-27 08:43:32 4GCP Right -Suite® Universal 2017 17.0.23 RSU24011 Page 11 IingtonBGLN\ Lot 299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL --AIR Right-JO Worksheet HEUM.p01r rrOHM11 ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AiR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed wrightsofit- 2017-Oct-27 08:43:32 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 12 IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet HUM -AM CUUM UNB ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot299ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 35.0 It 3.5 It 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 311.3 It 5 Room area 297.3 ft2 311.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Etuh) Heat I Cool I Gross I N/P/S Heat I Cool I Gross I N/P/S Heat I Cool 6 72C Os w 2%6v 0 091 n:; ' n'a ""... 2.58 9.62 ,. 2.34 10.58 0 0 0 0 0 0 0 0 0 0 s. ,°• 0 0 0 ., np 0 0', W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 12C,Osw , 0 091 e. 2-58 2 34 185 185 r: 475 432 0 0 0 r A 1 1 A 2ov: 0 340 e 9t62 _._..3036 s.0 0' 0,.: 0,' 0 0,, p0', J 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 0.00 0.00 0 0 0_ 0 0 0 0 0 W " 26 2A 2ov 2fv w 0 340 x s 9.62 9.62 10.77 10.77 131 0 40 91 0 35 233 0 385 212 0 431 0 0 0._ 0 0 0 i 0 0 0 0 Y 0 0 vh13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ovd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs 0201 w 0.00 0 00 0 01 0 0 or 0 0 0 Eil 2A 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C Osw 0 091 0 00 0.00 0 0 0 0 0 0 0 0 P 11 DO 0 390 n 0.00 0.00 0 0 0 0 0 0 0 0 C n' 16CR _30a_d 0 032 Q 0.91 1 42 297 .T 297 _', '269 : l• • 421 311 `'^'_ 311. 282 o u .. 441i, F ono for nnFn e n71 n n n n n n -- n n 61 c) AED excursion 1-90 43 Envelope loss/gain 1362 1406 363 472 12 a) Infiltration 621 197 62 20 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) 1983 1603 425 492 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1983 1603 425 492 15 Duct loads 1 46% 76% 914 1222 461. 76% 196 375 Total room load 2897 2824 621 866 Air required (cfm) 179 152 38 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof * 2017-0ct-27 08:43:32 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 13 ling Ion BGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Duct System Summary Job: Lot299ThornbrookeDarli... L ' Y Date: 6/4/2014 1'" HEATING «AMCOND11MUNG ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison External static pressure 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 0.148 in/100ft 840 cfm 162 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat] Actual Ln (ft) Ftg.Egv Ln (ft) Trunk den c 2273 59 107 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3 dining rm c 2241 57 105 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm h 4891 210 168 0.183 8.0 Ox 0 VIFx 36.2 95.0 SO kitchen c 3310 144 156 0.212 8.0 Ox 0 VIFx 18.0 95.0 SO mstr b1h h 1372 59 27 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm h 5067 217 167 0.148 8.0 Ox 0 VIFx 52.0 110.0 st3 msir we c 5 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st3 mstr wic c 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 5 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 1396 60 38 0.199 5.0 Ox 0 VIFx 25.5 95.0 SO util c 1524 34 72 0.199 5.0 Ox0 VIFx 25.5 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 335 301 0.148 615 10.0 0 x 0 VinlFlx SO SO Peak AVF 840 840 0.148 602 16.0 0 x 0 Vin]Flx wri htsoft 2017-Oct-27 08:43:33 g Right -Suite@ Universal 2017 17.0.23 RSU24011 Page 1 ACCA...IingtonBGLN\Lot299ThornbrookeDarlingtonBGLN.rup Calc = MJ8 House faces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox0 840 840 0 0 0 0 Ox 0 VIFx 1 wrightsoft2 Right-SuiteOO Universal 2017 17.0.23 RSU24011 ACCA .. IingtonBGLN\Lot299ThornbrookeDarlingionBGLN.rup Calc = MJ8 House laces: N 2017-Oct-27 08:43:33 Page 2 DELAIIR Duct System Summary HEATING $ AM NNnRigttpi 1 a tru 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Job: Lot299ThornbrookeDarli... Date: 6/4/2014 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/ 100ft 0.202 in/ 100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 c 961 41 52 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 779 48 35 0.311 4.0 Ox 0 VIFx 7.1 70.0 loft c 2725 72 146 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below h 1448 89 76 0.274 6.0 Ox 0 VI Fx 17.5 70.0 open to below -A h 1448 89 76 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2967 183 145 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1780 110 84 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 504 31 23 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 c 2905 138 156 0.281 6.0 Ox 0 VIFx 15.5 70.0 stairs c 866 38 47 0.306 6.0 Ox 0 VIR 8.6 70.0 Name Trunk Type Htg cfm) CIg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AV 213 254 0.202 574 9.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat[ Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wri htsoftE 2017-Oct-27 08:43:33 9 Right -Suite@ Universal 2017 17.0.23 RSU24011 Page 3 ACCK... IingtonBGLN\Lot299Thornbrook eDarlingtonBGLN.rup Calc = MJ8 House faces: N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot299ThornbrookeDarlingtonBGLN 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 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v5.1 5/30/2017 8:42:04 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot299ThornbrookeDarlingtonBGLN Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): S LA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 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: hL119:l 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: O'N". ko. R. 40' - Ws 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Kes[dential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. El 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or 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 L/s) 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. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)?111 ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 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. 5/30/2017 8A2 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 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 a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 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. 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 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. 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. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/30/2017 8:42 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 awaalzn to.. l caaucZp 2.0 TON W/5KW e240V IPH w/fan exloppltforn by Nutone 696RNB b1l dr kale ,1/8'-1'0' II btl btl tl\C v r Id u>oF v. wrtdd I I IISI s a 'aurt ua I_J 42X42 A/C SLAB 10' BY BLDR MIN 41 o, 2' FROM WALL-9- MASIERSUITE 6s a, t "° TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS zx' 1 m 1 3P V WINDOW CALL -ours OFQLN65 ALL WIp015. M KE5A W714-LATICN MAT VARY PER FA %KR AID `.£ECRCAtM. R TO FLIX FLA45 FCR 51E9 WIM I (5iKdE WG.>i, CA51slDIT. Goff, OR FII 55 16) I— —T cwl4x8 Iwcd 5 4 8x4 lwc 10 5 IOx 6 d 12' ¢A 6' 10 0 r N, a itx g 16xI6 Cog I rJ 10' 01I y AA n aae 4 4 m1t4• I >rs/d 1056 ]wc14Bsw — I LANAI ffi oAMILY ROOM B' DINI G I o=. I aL M IInea ten Alm Trun,Fer ducts/grilles sized Inp,l ur. An. c onpllance with Florida Residential Bull ding Code - M1602.4 Balanced Return Air, a ceptions 1-3. Builder ust provide u,restricted 1 Inch undercut an doors to habitable 3' bath duct to wall cap w/fan N t n o nATMe« rag II x yy IV\ 6Yctw I V T_ - eat A A c 1 11 GARAGE I 1 1 1 t o ad-C I i xZil j a N dI I rb4 yl 9 W 'L_______—y Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. HATUIING LEGEND Mort u4l MAIN FLOOR 14615F. UPPER FLO TOTAL LIV d GARAGE L ANAI 1395F ENTRY 11 TOTAL $a F 374 SF. MAIN FLOOR P N NO1 u 0 O N Q o O O O S z0 f-, ,DD LL uj - \ ti CD 01-1 1_ CD CIO amCU-z3- ICU m-DM Z O Li z Y ao 0 0 zLDmry z Q` m CD CU ZOJr R aQoz zo } w N m LLJ ' ' _> z z UJ 3: J Q F— m H Q z J O z Q K md J (n 0 0 13- batn auc-t to roof cap Transfer ducts/grilles sized In 2.0 TON W/5KW @240V 1PH W/fan conpllance with Florid. Residentlal 16x1D len O Nutone 696RNB Building Code - M1602.4 Balanced orm y Return Air, exceptlons 1-3. Bulkierpiatfbbldr ust provide un estricted 1 inch stake 1/8'=1'0' r uctcuw /-ivu undercut on doors to habitable 14x61wcd 145O BEDROOM4 T BEDROOM28, as c- o nnT as q 1 . 16 rag 6.1056 ]wcd 15 12x12 ra: r 45 6' 10.10 rag 4 i2x12 r 10' IOx6 1wc Asa/ eo a4 16' RA11p 4' z wwweH xcaw 12x1 m01' uu 10.6 1 5F6 710.6 75 d 6 6 I 145 IOx6 lw a 2 rag L— rc tOx6 IRJRlwca I 4 I 85 I TYPICAL WOOD FRAME f1 10LL B u.— wlil n ecito provide o/ c duct chase Must have a mirlmun clearance of 4 inches around the air hondler per the State Energy code. All duct has an r=6 Insulation value. I I iIIII II I IV i t O N N cll o , O O c I U S 4Q Q Q Q Q N LU LU 0 (,J \ CD Q m 0 CU Ln Z 0 w z Y O 0 0 Z~mr Z C o JC cU Qq O~ , DL Rating z o } NLum O Z O W J Q H IY] H Q 5 J O ED QQ 4 lcoELJI) M c)