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513 Red Rose Ln - BR17-003751 - (A) SFRCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000078BUILDINGPERMITNUMBER: 18-10000078 DATE: February 01, 2018 3 aL 4 4 .314 5,10 6 UNIT ADDRESS: RED ROSE LN 513 21-19-30-510-0000-3100 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 INCADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORDSPECIALNOTES: 513 RED ROSE LANE THORNBROOKE PH 4LOT310SFR FEE BENEFIT RATE UNITTYPEDISTSCHEDRATE CALC UNITS UNIT TOTAL DUE TYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilyROADS -COLLECTORS HousingN/A 705.00 1.000 dwl unit 705.00 Singgle FamilyFIRERESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single FamilySCHOOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 Single FamilyPARKS Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEOFTHENTCODE. COPIES OF RULES EGOVERNING SAPPEALS MAYNBE PICKED UP, OREREQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE Parcel ID Number: 01—fq — 30'S)0- 0000 - 310 0 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. ER'K 0 F UIT CCii1R:T & CJNPTRt3LLE:R CLERK'S „' 2017129312 i:F_;:Uf:VL:iJ 1`211201, 1.1.-32:I1;; Fill ii-'sa;RG lC' I`i hC1ra'r>r: 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. 7 1. Description of property : LOT 3r D /, Legal Description: Thornbrooke Phase , according to the plat thereof, as recorded in Plat BookILPageAof the public records of Seminole County, Florida. 1 GU (l e fAddresses : Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(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. 11. Date Signed: % Signature of Owner's Agent: w J Asa Wright aylor Morrison of Floridaylnc. Sworn to and subscribed before me this b John Asa Wright who ' onall. known to me. • pUe;MYgY Rp P Notary Public DA Clark My commission expire .612-7119 U---RK ! F ' arQ l Serial No. FF 209108 hl<'r Notary seal: q.1 ; o',alj 5E€v71No N FLDRIDA BY U V ..ram - DEPUTY CL,:RIKDate 6JLfull rp V CITY OF SANFORD BUILDING & FIRE PREVENTION QEC 2 1 20V I PERMIT APPLICATION BY' Application No: ,J 2 Documented Construction Value: $ Y /86.cz Job Address: J / J & PC*— Historic District: Yes No Parcel ID: .1-19-30-SIO-0000-316 0 Residential [ Commercial Type of Work: New 0 Addition A teration Repair Demo Change of Use/ Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER : Plan Review Contact Person: Daphne Clark Title: WeMe MITTOMEMN no in, M 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 FL32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE#200 City, State Zip: Name: Street: City, St, Zip: MAITLAND FL 32751 Bonding Company: N/A Address: Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 r"(J IgiqL0S.Le3 Permit Application A 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 ofthis 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. k / Si tureOfOwner/Agent Dat TAYLOR MORRI Print Owner/Agent's Na Signature of 4,0"F,; Myc"ISSIONA 1`209108 EXPIRES: June 27, 2019 Owner/A ent is P 1tWANlr r`iW g YES. Produced ID N/A Typf ID 04< Z gnature of Contractor/Agent Da JOHN ASA WRIGK Print Contractor/ e Sign - tateofFlorida D e 1 r nu& D. A. gARK MY COMMISSION t FF 209108 EXPIRES: June 27, 2019 M'ova: 80ndedTl u0ud9et boti sorvlaes Contractor/ Agent is YES Personally Known to Me or Produced IDNIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical Q Mechanical Q Plumbing® Gas[] Roof Construction Type: 4e7 Occupancy Use: fZ3 Flood Zone: K R-rr Total Sq Ft of Bldg: -219 Li -I Min. Occupancy Load: l # of Stories: 2 New Construction: Electric - # of Amps ZorO Plumbing - # of Fixtures Z. 3 Fire Sprinkler Permit: Yes [I No RI # of Heads Fire Alarm Permit: Yes No.E] APPROVALS:: _.40NING: d I16 UTILITIES: COMMENTS: ENGINEERING: * A- tc- k - Z-2018 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. AYtu+as ia, Gr2 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application a ir Fq j'i i DEC 21 20V a CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ 1 43 SJ 00 Documented Construction Value: S Job Address: J IJ i 1 C Historic District: Yes No Parcel ID: ,I-19-30-SI(3-0000-316 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE -1— LOT NUMBER: 5(0 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: d hne Permits Perm itsPermits.cnm Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE#200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE#200 City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A 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: 51h 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 ofthis 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 ofthe property ofthe 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. K / Si ature of Owner/Agent Dat TAYLOR MORRIS LORIDA INC Print Owner/Agent's N Signature ofNota T_oIRCrida Dafe MY COMMISSION 9FF 209108 EXPIRES: June 27. 2019 YFSOwner/Agent is P Iti iyd1 8r11 Produced ID N/A Typeof ID lIgnature ofContractor/Agent Da JOHN ASA WRIGAT Print Co7/Z`_ C Sign tary-State ofFlorida Dafe MY COMMISSION # FF 209108 EXPIRES: June 27, 2019 44OP W BondedTtuv8ud54tNatxnServkes Contractor/Agent is YES Personally Known to Me or Produced ID NI/A 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: & I2 - 2 7 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application I REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # 11. 2,'7 S 1 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 Arirlrecc Gl2 i r cc ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMtEIiNG P -' Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 i 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: daphneCa permitspermitspermits.com Property Address: 513 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-3100 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) fiMEN,' Lp@s"d @' y o- iICEOFFICIAL' USE ONLY ` ; f ` Flood Zone: X Base Flood Elevation: NSA Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-3751 Reviewed by: Michael Cash, CFM Date: January 2, 2018 a 0 D>; Application for Right -of -Way Use for Driveway, Walkway & Landscape oR o Y9 Y p O R D11 Department of Planning & Development Services www.sarrfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.6141 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 aattachedconstructionplansapprovedaspartofthispermit. It does not approve any work within any other jurisdiction'sright-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed.`!,`+_ Or+_/D14,o. A•%K/(^J/rj Jw/J ^ Callbefore you dig. 1. Project Location/Address: 2. Proposed Activity: V Driveway Walkway El Other: 3. Schedule of Work: Start Date e / cC oompletionDate El Emergency Repairs 4. Brief Description of Work: oUlkF A%v A AX /°i/ WR, This application is sub tt Properly Owner f/n,pp r Signature: dd n y f Print Name: AYoJ 4 / ( (/ft(PA S Address: l (,( & ake Gw M/T /(1 6o/} Phone: 4d7-&7-6Q40 Fax- p`C71(}Date: r 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, orany 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 injuryof any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City' s right-of-way. I have read and I hereby understand and agj Signature: - / Z rstand the above statement and by signing this application I agree to its terms. pay all city fees related to this application as required by the city's adopted Fee Resolution. Date: This permit shall be posted on the site during construction. Please call 407.688.5080, Ext. 5401.24 hours in advance to schedule a pre -pour inspection. Pre - pour inspection by: September 2010 Date: ROW Use Driveway.pclf 0 SCPA Parcel View: 21-19-30-510-0000-3100 http://parceldetaii.scpafl.org/ParceiDetai llnfo.aspx?PID=2119305100... FPronerty Record Card faw Parcel: 21-19-30-510-0000-3100 Owner: TAYLOR MORRISON OF FL INC sc mvrxaooul.r cwacn Property Address: 513 RED ROSE LN SANFORD, FL 32771 Parcel Information Parcel 21-19-30-510-0000-3100 Owner TAYLOR MORRISON OF FL INC Property Address 513 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL L Exemptions I ----------- Legal Description LOT 310 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings i 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 26,050 I $26,050 Land Value Ag Just/Market Value " i $26,050 26,050 Portability Adj Save Our Homes Adj 0 I 0 Amendment 1 Adj j$24,241 _-- — 12,784 P&G Adj 0 0 Assessed Value 1,809 13,266 Tax Amount without SOH: $336.57 2017 Tax Bill Amount $336.57 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values I Taxable Value County General Fund 1,809 0 $1,809 Schools 26,050 0 $26,050 City Sanford 1,809 0 $1,809 SJWM(Saint Johns Water Management) 1,809 0 $1,809 County Bonds 1,809 0 1 $1,809 Sales Description Date Book Page Amount Qualified VaGlmp No Sales Imparable Sales Building Information Permits C Permit # Description Agency Amount CO Date Permit Date 1 of 2 12/21/2017, 9:23 AM RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot310ThornbrookeAnastasiaGRN Builder Name: Taylor Morrison Street: 6/3 State, Zip: FL Permit Office: t1 aCity, Permit Number:# 7Owner: Jurisdiction: 69150l 7 3 / 5 1Designnqy Location: FL, Orlando County:: Seminole (Florida Climate Zone 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 5. Is this a worst case? No 10. Ceiling Types (1481.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1481.00 ftz 6. Conditioned floor area above grade (ft2) 2582 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(377.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 305.31 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 c. U-Factor: N/A ftz b. Central Unit 25.2 SEER:16.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.908 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems 8. Floor Types (2582.0 sqft.) Insulation Area a. Electric Cap: 50 gallonsEF: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 ftz None c. other (see details) R= 13.00 ftz 15. Credits Pstat Glass/Floor Area: 0.146 Total Proposed Modified Loads: 74.00 PASSTotalBaselineLoads: 76.91 I hereby certify that the plans and specifications covered by Review of the plans and E S74 AthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O,04 y s' p Code. calculation indicates compliance z? with the Florida Energy Code. rrtttr „ PREPARED BY: Before construction is completed u -• DATE: 12/12/1.7 this building will be inspected for compliance with Section 553.908 C 6" t . I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/A T: COp WE'V BUILDING OFFICIAL: DATE: _ w' DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 12/12/2017 8:26 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot310ThornbrookeAnastasia 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 v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 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 ft2 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft2 0.37 0 0.63 3 Floor Over Other Space 2nd Floor ____ ___- 1102 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch I/ # 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 N N 12/12/2017 8:26 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 Ft In Et In Area R=V_alue-Fraction-Absor.-Grade_o 1 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.6 0 5 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft2 0 0 0.6 0 7 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft2 0 0 0.6 0 8 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 9 E Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 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 Wood 1st Floor None 39 2 9 8 22 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 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 S 1 Vinyl Low-E Double Yes 0.34 0.31 40.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.34 0.31 58.6 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 S 2 Vinyl Low-E Double Yes 0.58 0.32 72.0 ft2 11 ft 0 in 0 ft 0 in None None 5 W 3 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 4 Vinyl Low-E Double Yes 0.34 0.31 39.1 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 N 5 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 E 8 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 E 8 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 E 9 Vinyl Low-E Double Yes 0.34 0.31 5.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 E 9 Vinyl Low-E Double Yes 0.34 0.31 12.8 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 E 9 Vinyl Low-E Double Yes 0.34 0.31 38.5 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 12/12/2017 8:26 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 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:8.4999 21.8 kBtu/hr 1 HSPF:8.4999 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 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 12/12/2017 8:26 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 Feb Mar A r [ May Jun Jul Au Se [ Oct Nov Dec HeatingJanX Feb tX} Mar t Apr t MayJunrj Julrl AuXj Xj Sep l Oct NovH lXDec Ventin [ Jan Feb X Mar A r [ Ma Jun Jul Aug Se [ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 12/ 12/2017 8:26 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* = 96 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 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 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 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.34 305.31 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft2 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 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.908 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 a. ElectricR=0.0 1467.00 ft2EF: 0.95 b. Floor Over Other Space R=0.0 1102.00 ft2 c. other (see details) R= 13.00 ft2 b. Conservation features 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. 12/12/2017 8:26 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL: AI Manual S Com liance Re ortPP Job: Date: LOt310ThornbrookeAna... 6/4/2014 NEMG-AMCON©MOMB ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17865 Btuh Entering coil DB: 75.9°F Outdoor design WB: 76.3°F Latent gain: 2608 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 20473 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: 19151 Btuh 107% of load Latent capacity: 3396 Btuh 130% of load Total capacity: 22548 Btuh 110% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19691 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230"++TDR Actual airflow: 840 cfm Output capacity: 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: 5.0 kW 86% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. t wri htsoft$ 2017-Dec-12 08:28:53 g Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 iC"...eAnastasiaGRN\ Lot 31OThornbrookeAnasIasiaGRN.rup Calc = MJ8 House faces: N For: Taylor Morrison Design Conditions Outdoor design DB: 92.5°F Sensible gain: 16100 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: 19043 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18245 Btuh 113% of load Latent capacity: 2532 Btuh 86% of load Total capacity: 20777 Btuh 109% of load SHR: 88% 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+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. wri htsofts 2017-Dec-12 08:28:53 9 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 214CC'A...eAnastasiaGRN\LOt310ThornbrookeAnaslasiaGRN.rup Calc = MJ8 House faces: N RDEL-AIR Component Constructions Job: Lot310ThornbrookeAna... Date: 6/4/2014 HEATING+AIR 60NDMNRIG 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 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 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 (OF) 42 93 Infiltration: Daily range (IF) - 17 ( M) Method Simplified Wet bulb (IF) - 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 fR Bluh/Ita-°F ft-FBtuh Btuh/f2 Btu Btuh/ft2 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 470 0.091 13.0 2.58 1209 2.34 1100 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 s 200 0.091 13.0 2.58 515 2.34 469 w 461 0.091 13.0 2.58 1186 2.34 1079 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 51 0.201 0 5.69 292 4.35 223 ne 22 0.201 0 5.69 122 4.35 94 e 433 0.201 0 5.69 2462 4.35 1883 s 150 0.201 0 5.69 851 4.35 651 w 470 0.201 0 5.69 2671 4.35 2044 all 1125 0.201 0 5.69 6398 4.35 4895 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 10C-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.32); 10.5 ft overhang (8 ft window ht, 0.33 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, e 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 2A-2ov: 2 glazing, cir 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 overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 289 10.6 317 15 0.340 0 9.62 144 30.4 455 30 0.340 0 9.62 289 10.8 323 40 0.340 0 9.62 385 10.8 431 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 16.8 2438 25 0.580 0 16.4 405 22.4 552 6 0.340 0 9.62 58 30.4 182 5 0.340 0 9.62 51 30.4 160 i1tSOft" 2017-Dec-1208:28:53 Wrl 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 eAnastasiaGRN\LO1310ThornbrOOkeAnastaslaGRN.rup Calc = MJ8 House faces: N 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 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 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 39 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s 58 0.340 0 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht w 39 0.340 0 all 136 0.340 0 2A-2ovd: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" s 72 0.580 0 gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 22 0.390 0 Ceilings 1613-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1482 0.032 30.0 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 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 ACGA wrightSOfty Right -Suite® Universal 2017 17.0.23 RSU24011 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N 9.62 125 30.4 393 9.62 374 30.4 1180 9.62 561 12.2 708 9.62 374 30.4 1180 9.62 1308 22.6 3067 16.4 1182 16.8 1213 11.0 243 12.0 264 0.91 1342 1.74 2572 1.41 18 0.71 9 28.0 4126 0 0 2017-Dec-12 08:28:53 Page 2 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 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 (IF) - 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 W Btu h/W-°F ft-H&uh Btuh/W Btu BNh/W BtuIn Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 51 0.201 0 5.69 292 4.35 223 board int fnsh ne 22 0.201 0 5.69 122 4.35 94 e 433 0.201 0 5.69 2462 4.35 1883 s 150 0.201 0 5.69 851 4.35 651 w 470 0.201 0 5.69 2671 4.35 2044 all 1125 0.201 0 5.69 6398 4.35 4895 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 10C-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.32); 10.5 ft overhang (8 ft window ht, 0.33 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, e 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, e 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 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); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 218 0.091 13.0 2.58 562 1.44 315 25 0.580 0 16.4 405 22.4 552 5 0.340 0 9.62 51 30.4 160 13 0.340 0 9.62 125 30.4 393 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 Doors 11 DO: Door, wd sc type n 22 0.390 0 11.0 243 12.0 264 t r1 htsoftx 2017-Dec-12 08:28:53W9Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3ICCA ..eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceiI ins, 1/2" 12 0.032 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 30.0 0.91 11 1.74 21 0 28.0 4126 0 C ti WI'i htsoft' 2017-Dec-12 08:28:53 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 4 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N DEL-Com onent Constructions Job: Lot310Th6rnbrookeAna... Date: 6/4/2014 HEATING+AHicotitltTIOHAlC 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-AlR.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: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (IF) - 17 ( M) Method Simplified Wet bulb (IF) - 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 BtuhM-°F ft2-'F/Btuh Btuhff Btu BtuhV Binh 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 470 0.091 13.0 2.58 1209 2.34 1100 s 200 0.091 13.0 2.58 515 2.34 469 w 461 0.091 13.0 2.58 1186 2.34 1079 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 ft e 15 0.340 0 9.62 144 30.4 455 overhang (5 ft window ht, 1 ft 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 30 0.340 0 9.62 289 30.4 911 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, e 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 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 1469 0.032 30.0 0.91 1331 1.74 2551 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 2017-Dec-12 08:28:53tWrlhtSOft? 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 5 ACCA...eAnastasiaGRN\L01310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N Project Summary Job: Lot310ThornbrookeAnaj®EL-' ... Date: 6/4/2014 HEATIHs•AIHCOHDRIOHHIs Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 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 o 0 LS 6/14/17,JA LS 9/2W"tJAr: Orlando Intl AP, FL, US Winter Design 68A6iJJ/8;4A 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 26449 Btuh Structure 24874 Btuh Ducts 6865 Btuh Ducts 9091 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33315 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33965 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 4164 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating cooling Area (ftz) 2582 2582 Equipment latent load 5550 Btuh Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 39515 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. 2017-Dec-12 08:28:53wrightsoft' Right -Suite@ Universal 2017 17.0.23 RSU24011 Page 1 ACCK...eAnastasiaGRN\Lo1310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N lrdctilt] lur=matic For: Taylor Morrison Outside db 42 IF Outside db 93 OF Inside db 70 IF Inside db 75 OF Design TD 28 IF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Structure 17122 Btuh Ducts 2568 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19691 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Co tin Area ( ft2) 146g 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 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 38 OF 8. 5 HSPF 21800 Btuh @ 47°F 24 IF 840 cfm 0. 043 cfm/Btuh 0. 30 in H2O Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 15535 Btuh Ducts 2330 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 17865 Btuh Latent Cooling Equipment Load Sizing Structure 2608 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2608 Btuh Equipment Total Load (Sen+Lat) 20473 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 AH R I ref 10258598 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- Dec-12 08:28:53 wrightsoft" Right -Suite® Universal 2017 1T0.23 RSU24011 Page 2 ACCk...eAnaslasiaGRN\Lo1310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N Job: LhornbrookeAna jDELAIRProjectSummaryDate: 6/4/2014... HEATMG- AMCONnmaxulc 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 Outside db 42 OF Outside db 93 IF Inside db 70 OF Inside db 75 IF 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 (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 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 IF Backup: 8. 5 HSPF 21800 Btuh @ 471F 24 IF 840 cfm 0.062 cfm/Btuh 0.30 in H2O Input = 3 kW, Output = 11784 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 9339 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 16100 Btuh Latent Cooling Equipment Load Sizing Structure 1556 Btuh Ducts 1386 Btuh Central vent ( 0 cfm) 0 Btuh pone) Equipment latentload 2943 Btuh Equipment Total Load (Sen+Lat) 19043 Btuh Req. total capacity at 0.75 SHR 1.8 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX- 024-230-19 Coil CBA27UHE- 024-230'++TDR AH R I ref 10258598 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 0.052 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Dec- 12 08:28:53 wrightsoft` Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3 ACCN...eAnastasiaGRN\ Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N P DEL -AIR Right-M 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: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.4 It 147.4 it 3 Room height 9.2 It 9.3 It 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 I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 11 A 12COsw F2A 0.091 h2 3,4ce.,r9.62 10.58 27030 240 0 618 289 317 0 0 0, 0: N p W 13A-2ocs 0.201 n 5.69 4.35 51 51 292 223 51 51 292 223 13A 2ocs 10C v''.- _ 0120120 d580 ne rne 5{69 16 4 T4 35 22:38 46 25 22 Q 122 r 94 552 46 25 22 0 122, R 94'. 12C-Osw 0.091 a 2.58 2.34 491 470 1209 1100 0 0 0 0 2A-20v 0.340 e 9.62 30.36 6 0 58 182 0 0 0 0 2A-2ov 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 13A 26cs 2A 2ov r2A2ov 2A 2ovs- •- .; 0 201 0 340 M.340ro-nO'.340e e e e 5 69 9 62 9 62' d 9 62 z 4 35 30 36 30 3t Ss 30.36 d 39 490 5 13 g433 0 0 0 2462 51 125 374 1883 160 393 1180., 490 5 73 39 433 0 r kf 0 0 2462 51 125 ix rya 374' 1883' 16Q 393 1i80 W 12C-Osw 0.091 s 2.58 2.34 270 200 515 469 0 0 0 0 2A-2ov 0.340 s 9.62 10.77 30 26 289 323 0 0 0 0 2B-2fv 0.340 s 9.62 10.77 40 35 385 431 0 0 0 0 13A 2ocs?r 2A 200.340 2A.2dvd 0 201 O'.580 ws'-, s s,;; 5.69 9.62' 16.41'' 4.35 12 15ra16.85 280 58 a Z2 150 0 72 851 561s 1182 m 651 708 1213 280 58 72 150 0 72 851 561: i& 651 7081213 12C-Osw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 30.36 491 30 461 0 1186 289 1079 911 0 0 0 0 0 0 0 0 A3A 2ocs 2ov - 0`201 0340 w syL_9.62. 5.69' 4.35 30.36 T 508 39 470 Q 2671 r• 374 2044 11.80 508 3.9. 470 2671, 79_ 2044; i1LL_I1.8.0_ PI 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 16B.30ad =.... iA 032 0.91 aWil.74 1.1482 1342 2572 12 K12 1Ile F 20P-19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 22A t 27_99' 147 4126 0 M1469_ 1.47 4126' 01 777--777 7777 4111, 6 c) AED excursion 0 0 Envelope loss/ gain 20741 192701 14411 10881 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) 26449 24874 17122 15535 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26449 24874 17122 15535 151 Duct loads 1 26 % 37 % 6865 9091 15% 15 % 1 2568 2330 Total room load 33315 33965 19691 17865 Air required ( cfm) 1680 1680 840 840 Calculations aoDroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsoft^ 2017- Dec-12 08:28:53 AGCk Right - Suited Universal 2017 17.0.23 RSU24011 Page 1 eAnastasiaGRN\Lot3lOThornbrookeAnastasiaGRN. rup Calc = MJ8 House faces: N DEL -AIR Right-M Worksheet xra,wu`amcormmoxMs Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot310ThornbrookeAnastas... 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 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft2 °F) (Btuh/ft2) or perimeter (it) (Btuh) or perimeter Heat I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 12C Osw 2A-2ov " ,r ....,,.:, 0 091 n • • n-k 2i58 4 , 9.62 r 2.34 k=10:58 270 30 240 0 618 x 289 562 a317 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 1 1. 13A 2ocs 10C v. >.,, 0.201 0.580 ne ne' 5.69 16.41 4.35 u,-22.38 0 0 0_._ 0 0 12C-0sw 2A-2ov 0.091 0.340 a e 2.58 9.62 2.34 30.36 491 6 470 0 1209 58 1100 182 1 2A-2ov 0.340 e 9.62 30.36 15 0 144 455 13A 2ocs 2A 2ou 2A 2ov 77 0 201 0 340 0 340 e e y e ' 5 69 9.62 9.62 9.62 4 35 20.36 30 36 30_36 0 0 0 0 0 00 0'0 Q 0 0 0 2 0ir 0 Q j 12C-0sw 0.091 s 2.58 2.34 270 200 515 469 Gi 2A-2ov 2B-2fv 0.340 0.340 s s 9.62 9.62 10.77 10.77 30 40 26 35 289 385 323 431 13A 2ocs 2A 2ov 2ovd "' a ;.r. 0 201 0.340 0.580 s s "•' s 5.69 9:62 16.41 4.35 12.15 16.852A 0 0, 0 0 0 0 0 0 y t-G 12C-Osw 0.091 w 2.58 2.34 491 461 1186 1079 2A-2ov 0.340 w 9.62 30.36 30 0 289 911 Wes„ P, 13A-2ocs 2ov ___....:*x0 I 12C-Osw 0 201 340 0.091 w w_ 5f69 962 2.58 4 3530:36. 1 1.4411 0 0 0 zw. 0. 0 0 0 0 0 Of 0 61 c) AED excursion 10 Envelope loss/gain 6330 8390 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 9339 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9327 9339 15 Duclloads 46% 72%l 4297 6761 Total room load 13624 16100 Air required (cfm) 840 840 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed wright50ft- 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 AnaslasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N EL -AIR Right-M Worksheet MTWf- M GUMMQNI118 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: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.4 If 42.0 it 3 Room height 9.3 If 9.3 it heat/cool 4 Room dimensions 17.0 x 15.5 It 5 Room area 1469.0 ft2 263.5 1? Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-1F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 W 11 12C-05w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 _0 0 0 0 13A 2ocs 0 201 e 5 69490 433E 24621883 159 159 902 y 690' 2A 2ov ` 0340 e,p z 9 62 30 36 5 0 z 51 160 $ 0 0 0 0 2A2v 0 340 e. 9 62 30 36 . • 13 0 ° 125 393 0 0 H_ 0 0 2A 2ov: ,: 0.340 e 9.62 30:36 T`39 s:. 0 374 ,,.,,, 1180=0 0 0 ' 0 W 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 01 01 01 01 01 01 0 0 12C-Osw 0.091I - I 2.58I 1 0.390 n 11.04 11 3151 01 01 01 01 61 c) AED excursion 10 1 1 -122 Envelope loss/gain 14411 10881 3634 2038 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) 117122 15535 4406 1 3112 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17122 15535 4406 3112 15 Duct loads 1 15 % 151% 2568 2330 15 % 15 % 661 467 Total room load 19691 17865 5067 3579 Air required (cfm) 840 840 216 168 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N DEL AIR Right-JO Worksheet HUTUM - AM l:IfrUYT MMM 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: Lot310ThornbrookeAnastas... 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 ft2 48.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) I or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 0.091 0340 n L s 0.00 0.00 0.00 z0.00 0 r>. O. 0, E .. 0 0 0 0 t0 0 0 0 ry»„ 0 0 rs .a 0 0 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 1 1 13A-2ocs 10C v. _. ._ f YS_ 0 201 0 580 ne:: Vie_' 5.69 16.41':.2238 4.39 0 0 F 0 a 0 0 0, 0 0 0 0 0 0 0& P.0 E 0 0 1Q/ 12C-Osw 0.091 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 L_(r 2A-2ov 13A 2ocs2A2ov 2A 2ov , 2A 2ov., ., >. .,.., 0.340 0 201 0 340 0 340 0 340 e e . e a P.ir'e 0.00 5 69 9.62 9:6230 9 0.00 4 35 30 36 3630:36 0 112 0 0 A 0 112 0 0 r p 0 637 0 0 k r 0 0 487 0q 0 0 0 00y 0 0 0 0 0 0 0 0 s r0E 0 0 00 0 V)/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.001 01 01 01 01 01 01 0 0 P I 12C-Osw 0 091 2.58 1 44 0 0 0 0 0 0 0 0 11 DO 0 390 n 11.04 11.99 0 0 0 0 0 0 0 _0 i166 30ad 032 :0:91 ,,. , 1.74 ...- ;'0 - '=Q 0 0 0. ' : 0 0 0' F np_o n nGn n nn n nn n n n n n n n n 61 c) AED excursion 1-511 10 Envelope loss/gain 973 436 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 506 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193 506 0 5 15 Duct loads 151% 15% 179 76 15% 15% 01 1 Total room load 1372 582 0 5 Air required (cfm) 59 27 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft'" 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 4 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet IUTMI-M C8NMOMM8 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: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name mstr we study2Exposedwall0it10.5 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 5 Room dimensions Room area 5.5 19.3 it' x 3.5 it 10.5 x 120.8 ft2 11.5 it 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 q 12C-Osw ' 2dv 0.091 0 340 n 0.00 0.000 4 0 0 0 0 0 0 0 0 y0 0 v 0 0' W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 13A 2ocs 0 201 0 580 ne ne 5 69 16 9.1 4.35 22.38 0 0 0 0 0 s :,,, 0 0 0 p 0 p w" 0 gyp' 0 0'; LLB---1GG 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a e e 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 tea 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 4 IW 13A 2ocs 2A 2ov 2A 2ov 12C-Osw 0 201 0 340 0 340 0.091 e5 e , e s 69 9 62- 9 62 0.00 4 35 30 360 30 36 JO 36 0.00 D 0Al 0 0 0 0 0 0 0 0 0 0 0 0 0 r98 0 0 0 w 59 0 0 0 0 336 0 0 i .. '374 0 257- 0' 1180 0 I--c3 G 2A-2ov 2B-2iv 0.340 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A `2(>cs 2A 2ov 2A2ovd._ kr' 0 201 p 340 JF0.580s s -' s 5.69 9.62 16.41 4.35 12 j5 16:8 0 0 0_.:'"= s 0 0 0" 0 0 0 0 00 0. 0 0_` 0 0 0 a 0 0_ 0.,, 0, 0' 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0L-C 2A 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs.x 2ov .. 0 201 O 340 w w 5. 69 9.612: 4i35 34 31 0 0 0 m :' 0 - p 0 p s Vii 1 a r 0 p p 0 0 0_ 0 Q' 0- PI 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L-D I 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B=30ad iO.032 0.91 1.74 0 0. 0 0 777 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 101 1279 Envelope loss/gain 0 0 1004 1716 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 1777 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1197 1777 151 Duct loads 159/o 15% 0 1 150/6 15% 180 267 Total room load 0 5 1377 2044 Air required (cfm) 0 0 59 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 5 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N 9 ®ELAIR Right-M Worksheet IMTMi AM WIMM0IRIM 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: Lot310ThornbrookeAnastas... 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 ft 5 Room area 42.3 itz 42.3 ftz Ty Construction U-value Or HTM Area (fl2) Load Area (ftz) Load number Btuh/ftz °F) Btuh/ftz) or perimeter (it) Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 6 12C-0s* 2A 2ovr W 13A-2ocs W 13A 2oc 11 t-C' 10C-v 12C-Osw 2A-2ov 2A-2ov W 12C-Osw El2A-2ov 26-2iv 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs m 2A 2ov 0 201 0.340 e` e W 5.69 9.62 4:35 30.36 61 0 48 0 271 0 208 0 61 t'' S 55 0 315 151 241 160 2A 2ov 0.340 a 9.62 30.36 13 0 125 393 0 0 xQ 0' 2A 20v-0 M e -' 9.62 30.36 0 0 e4< . p 0 i.. .. 0 p 0 0 0.091 s 0.00 0.00 0.340 s 0.00 0.00 0.340 s 0.00 0.00 Q 201 s 5 69 4 35k340s9621215 0.580 s 16.41 16.85 0.091 w 0.00 0.00 0.340 w 0.00 0.00 0 201 w rr ¢ 5 69 4.35 0.340 w-=-9 62 4303.6 0.0911- 2.58 1.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Og 0 0 O D 0 e 0 0 0 z0 4 0 0 0 0 0 0 0 0 0-- 0 0 0 0 O 0 0 0 0 0 0 0 0 0 p r 0 0 0 a 00- I 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 61 c) AED excursion 126 7 Envelope loss/gain 578 627 993 618 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 1264 1214 688 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 697 1264 1214 688 15 Duct loads 15% 15%1 1051 190 15% 15% 182 103 Total room load 802 1454 1396 791 Air required (cfm) 34 68 60 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 6 eAnastasiaGRN\Lo1310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N r DEL -AIR Right-M Worksheet NFATUM- AM COMM01016 ahu 1 DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name family rm dining rm 2 Exposed wall 35.0 ft 10.0 It 3 Room height 9.3 ft heat/cool 9.3 If heat/cool 4 5 Room dimensions Room area 20.5 x 14.5 ft 297.3 ft2 1.0 x 210.0 It 210.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/it2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat Cool 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a e e 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i3A 2ocs 2A 2ov 2A 2ov 2A 2ov 0 201 0 340346 0 340 e- e e e =_ 5 69 9.62 9:62 9"62 4 35 30.36 30:36 M36 0 0 0 tz:i0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0p- 00i 0 0 0 IW 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 2B-2fv 0.340 0.340 s s 1 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOF 13A 2ocs% 2A 2ov 2A-2ovd 0 201 0 340 0 580 s s s,. 5 69 9 62 16.41' 4 35 1215 16.85 135 0 Z2 63 0 3 _ 72 360 0 1182 275 0 1213 0 0 0 0 0_ 0 0 0 0; 0 0 12C-Osw 2A-2ov 0.091 0.340 w w 0.00 0.00 0.00 0.00 0 0 6 0 0 0 0 0 6 0 0 0 0 0 0 0 P 13-A, ZOy 12C-Osw 0 201 O 340 Ay 5.69962. 4.35 30 36. T91 0 191 s 0 1088 0 832 0 93 39 r 54 0 310 374'_ 237 IL 1:80_ 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.39 I n 11.04 11.99 0 0 0 0 0 0 0 0 C ., , ri 1`6B,30ad f . ' _ 0.032 0.911 1.74 0 0 10 0 i-, i 0 ; i. 0 0: 0' F 20P-19t 1 0.050 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1-3141 1 476 Envelope loss/gain 3609 2007 963 1893 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 3131 114712181 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4253 3131 1147 2181 Duct loads 1 15% 1 15% 1 638 470 151/6 15% 172 327 r Total room load 4891 3600 1319 2508 Air required (cfm) 209 169 56 118 Calculations woroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsofit" 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 7 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N DEL -AIR Right-J® Worksheet 1"Tr.=nOMMO 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: Lot310ThornbrookeAnastas... 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 5 Room dimensions Room area 6.0 x 3.5 it 21.0 ft2 1.0 x 308.0 It 308.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btul1/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross I N/P/S Heat Cool Gross I N/P/S Heat I Cool 6 12C Osw YO 091 n:: 0 00 0.00 0 0 0 0; 0 0 0 0 2A'2ov 0.340n..::"O.t]0 0.00 OPt 0 0 0 0 01 A 0' W 13A-20cs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 01 13A-2ocs0 201 ne' 5.69 4.35 0 0 0 0 46 22 122 94' 1 1 10C-v. i0 580 ne'a 16 41 422.38 0 0_ 0 0 25 0 A05 552i Vfl 12C-0sw 0.091 e 0.00 0.00 0 0 0 0 0 0 0 0 2A-20v 0.340 e 0.00 0.00 0 0 0 0 0 0 0 013G2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs 2P 2ov 0 201 340 e 5 69 9.62 x 4:35 0 0 0 0 0 0 0 2A2ov r N 0 0 340 e e .; 9 62r 30 36 30.38Op 0 0 000 00 0 0 0 0 0 0 0' 0 2A-2ov a;0 346 e' 9 62 t ' 30 36 ffi 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 2B-2fv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A,26cs 2A 2ov 0 2010340 s s 5.69 9.62 4:35 12.15 0 0 00- 0 0 0 0 0 0 0 0. 2A,2ovd.. 0.580 s 16.41 16.85 0 0 0 0 1..,,. 0 A 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 13A' 2ocs 0 201 w 5.69 a 4.35 0 0 s 0 0 135 135, 770 589 L 2A 2ov _.. 0 340 w-' 9.62. 30.3.6 0 0 z O0 0. 0 0: 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 240 218 562 315 11 DO 0.390 n 11.04 11.99 0 0 0 0 22 22 243 264 C 1 _6.6-30ad:- '.. 0:032 F 0 91 1:74 t' :_O 0 0 0 x 12 r 2:1, F 20P-19t 0.o50 0.0o 0.00 o 0 0 0 0 12 0 11 0 0 F 22A-Cgl «- 0 989 27.99 O.DO r21 0 0 p 308 19 w ...543 0l Naa sxSi 1 r' a1g, IT.R+, n v S ... Lm'x* 8,wY`e 4ETl 1A+n"- M.. .,.,.y Ais,6m'_. tiYY .,: 6,-` • i a- 4<tk s ..: ': j{ { e F Arm" s" Ly.<'. Lt ..nbSSE° ems t c ^"' rah., 4 1 L R'v: 77 6 c) AED excursion 0 287 Envelope loss/gain 0 0 2657 1548 12 a) Infiltration 0 0 358 113 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 5 3014 2861 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 3014 2861 151 Duct loads 15 % 15 % 0 1 15 % 15 % 452 429 Total room load 0 5 3466 3291 Air required (cfm) 0 0 148 155 Calculations alooroved by ACCA to meet all reauirements of Manual J 8th Ed AC' _ Wright50ft" Ri ht-Suite® Universal 2017 17.0.23 RSU24011 2017-Dec-12 08:28:53 CIN g Page 8 eAnaslasiaGRN\Lo1310ThornbrookeAnastasiaGRN.rup Calc = MJS House (aces: N DELAIR Right-JO Worksheet ruarual • am tnuxrxs 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: Lot310ThornbrookeAnastas... 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 ft 5 Room area 1469.3 ft2 224.8 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 3 12C-0svv 0 091 n 2.58 2.34 270 240 618 562 0 0 0: Q i 2A-2ov t2.. q.340 641", 39.62 10.58 30 0 I 289 317 0 0 0 p W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs i 0 201 n0 0".00 0.00 0"' 0y„ 0 0 5 0 0 0' 3 0' 1 1 1 OC vim...,.. 0 580 r e Opp 0.00 0 0 0 0 0 0 0, 01 12C-0sw 0.091 a 2.58 2.34 491 470 1209 1100 131 131 336 306 2A-2ov 0.340 e 9.62 30.36 6 0 58 182 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 15 0 144 455 0 0 0 0 93A 2ocs,: 0 201 e; 0 00 0 00 0 0 0 0 0 0 0 0 2A 2dv 0 340 e 0 00, 0 00, 0 0 0 0 0:- 0 s .., '§ 2A 2ov 0 340 e 0 00 au 0.06 0 0 0 0 0 0 0 0 z 2A 2ov ? A . , 0 340 ew' 0 9 0:00 0 ._ _ 0 E o -. o 0 0 :. 01 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 26 289 323 30 26 289 323 GGG 2B-2fv 0.340 s 9.62 10.77 40 35 385 431 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft- 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 9 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = i House faces: N I—' DEL: AIR Right-M Worksheet A 'MUS 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: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name bth 2 bth 3 2 Exposed wall 9.0 it 11.5 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 5 Room dimensions Room area 9.0 x 6.0 it 54.0 ftz 11.5 x 6.0 it 69.0 ftz Ty Construction U-value Or HTM Area (it2) Load Area (ftz) Load number Btuh/ft? °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cool 12C-0sw 0.091 a 2.58 2.34 81 75 193 176 104 104 267 243 2A-20v 0.340 e 9.62 30.36 6 0 58 182 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 13A 2ocs0201 e0 00 0 DO 0 0 D0 rr 0 0 0: 0 2A2ovr 0 340 e 0 00 0 00 0 0 0 0 0 0 0: 0' Q 2P 2ov 0 340 e 0,00 0 00 a 00 0 0 0 0 0 p 2A 2ov `0 340 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 010091 11DO sw 0. 050 ., - - 00 a '-"0_1 _,.,,, L74 __54 0 ,.., .' 0 6 ' .,.6 _' ,.,.,.,,. 62, 1' 0 C C16B, 30ad + .r90 w54 49 94 2OP-19t 0.71 0 0 0 0 61 c) AED excursion 127 32 Envelope loss/gain 300 479 329 330 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) 459 529 533 395 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 459 529 533 395 15 1 Duct loads 146%1 729% 212 383 46% 1 72% 1 246 1 286 Total room load 671 913 779 680 Air required (cfm) 41 48 48 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsc3ft` 2017-Dec-12 08:28:53 GP, Right -Suite® Universal 2017 17.0.23 RSU24011 Page 10 eAnastasiaGRN\Lot310ThornbrookeAnaslasiaGRN.rup Calc = MJ8 House faces: N DEL -AIR Right-J® Worksheet MATMQ-AM COKWONJIM ahu 2 DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- 2017-Dec-12 08:28:53 ACCK Right -Suite® Universal 2017 17.0.23 RSU24011 Page 11 eAnaslasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N DEL -AIR Right-JO Worksheet Mr"'Affi rt(MMO 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: Lot310ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 it 11.5 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 13.0 x 11.0 it 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) 13tuh/ft2) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 2C Osw a 0 091 n '` n 9.62 2 58` 2334 99 15 i 84 216 197 0 0 0 0 Aga 0' W 2A 2ov ;,... 13A-2ocs 0.340 0.201 n 0.00 10v58 0.00 0 0 0 144159 0 0 0 0 0 0 OI 13A 2ocs. 0 201 ne.`.= 0 00 0.00 0 0 0 0 0 0 0. Lne! A._Q0_ O D 0 0 O 0 s . a_. V)J 12C-Osw 0.091 a 2.58 0:00 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 13A 2ocs0 2A 2ov A2A 201 0 340 e e: 0 00 0.00 0 000 O.OQ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 02ovE0340e: 0:00' 0 00 w 0 0 0 0 0 0 0 0' i2A 2ov' " 0340 e - 00 0'00 0 0 s o o o W 12C-0sw 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 ZA` 20vt 0 201 D 340 s" 0 00 00' 0.00 0.00 0 0 w 0 0 0 W 0 0 0 0 0 r 0'"0.0 00s , 0 0: D. 02A.2ovd 0; z0 tW 12C-0sw - 0.091 w 2.58 2.34 117 117 301 274 104 0 74 189 172 I_; 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 30 0 289 911 13A,26cs 0.201 w 0 00; 0.00 0 0 0 0 00 r 01 0 2A 2ov ._ E ` 0-3.4 w....._. 0.00' 0.0.0 s 0 0 0 0 0 0 0_ 0_ PI 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 166`-30ad;i_ 0 032 0.91< 1.74 143 j f_ 130 n248 127 127;_ 1151 220' F 20P-19t 0.050 1.41 0.71 1 143 1 2 1 0 0 0 0 F 22A-tpl 0.989 0 000i..#,0 0 0 0 a.- 0'0 0! 0 tom_ ter. ,- E._. r. 77 sea. T6. ,S a 6 c) AED excursion 77 392 Envelope loss/gain 793 802 593 1695 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 937 796 1759 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1219 937 796 1759 15 Duct loads 1 461% 721/6 561 678 460% 1 720% 367 1274 Total room load I 1 1780 1615 1163 3033 Air required (cfm) 110 84 72 158 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Dec-12 08:28:53 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 12 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N 7_ DEL-A6R Right-J®Worksheet Job: Lot310ThornbrookeAnastas... WATi18 aAM COtM(MM6 ahu 2 Date: 6/4/2014 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 13A 20cs 0 201 s 0.00 - 0.00 0 g- 0 0 0 _ 0 0 0 E `0 2A 2gva 340 s 0,00 0.00, 0 0 0 0 a 0 0 2A-2ovd____•;,, _0 580 . s s Oi00 0.00 12C-Osw 0.091 w 2.58 2.34 185 185 475 432 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl'tttsOft" g Right-SuiteG Universal 2017 17.0.23 RSU24011 - 2017-Dec-12 Page 13 eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Calc = MJ8 House faces: N r qDEL-AIRDuct System Summary MTNtO * AM CONUfIMMG a h 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 Heating External static pressure 0.30 in H2O Pressure losses 0.06 in H2O Available static pressure 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O Lowest friction rate 0.148 in/100ft Actual air flow 840 cfm Total effective length (TEL) Job: Lot310ThornbrookeAna... Date: 6/4/2014 By: FJF 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 162 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm c 2508 56 118 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm h 4891 209 169 0.183 8.0 Ox 0 VIFx 36.2 95.0 SO kitchen c 3291 148 155 0.212 8.0 Ox 0 VIFx 18.0 95.0 SO mstr bth h 1372 59 27 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm h 5067 216 168 0.148 9.0 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 37 0.199 5.0 Ox 0 VIFx 25.5 95.0 SO study c 2044 59 96 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3 util c 1454 34 68 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) FR fpm) in) in) Material Trunk st3 Peak AVF 333 292 0.148 425 12.0 0 x 0 VinlFlx SO SO Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx 1 WCI1tS0, `- 2017- Dec-12 08:28:55 I MCA g Right -Suite® Universal 2017 17.0.23 RSU24011 Page 1 eAnastasiaGRN\ Lot310Thorn brook eAnastasiaGRN.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 Mat] Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx t WifltSOft` 2017- Dec-12 08:28:55 l 9Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 ACCA... eAnastasiaGRN\Lot310ThornbrookeAnastasiaGRN.rup Cale = MJ8 House faces: N 4Q,DEL-AIRDuct System Summary MATING • AIR CARnmorlAls 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 Heating External static pressure 0.30 in H2O Pressure losses 0.06 in H2O Available static pressure 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O Lowest friction rate 0.202 in/100ft Actual air flow 840 cfm Total effective length (TEL) 119 ft Job: Lot310ThornbrookeAna... Date: 6/4/2014 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 i n/ 100ft 840 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 c 913 41 48 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 3033 72 158 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 183 144 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 2718 138 142 0.281 6.0 Ox 0 VIFx 15.5 70.0 stairs C 1010 38 53 0.306 6.0 Ox 0 VIFx 8.6 70.0 Su 1 Trunk Deta ITabie' y sPp!Y . Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) . Duct Material Trunk st2 Peak AVF 213 266 0.202 601 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 Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx Wrl htSOft` 2017-Dec-1208:28:55 CA 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Pagee 3 eAnaslasiaGRN\Lot310ThornbrookeAnastaslaGRN.rup Calc = MJ8 House faces: N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot310ThornbrookeAnastasiaGRN 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 12/12/2017 8:26 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) EnergyGaugeOO - USRCSB v5.1 12/12/2017 8:26:02 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot310ThornbrookeAnastasiaGRN 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 R: Leakage Characteristics CFM(50): FLOW: ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 12/12/2017 8:26 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 Us/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)ll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 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. 12/12/2017 8:26 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). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water 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. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/12/2017 8:26 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. 0 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 40oF. 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. 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. 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. 12/12/2017 8:26 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 35• 364 N335N 735335N CALI. TOP 51' MSH 1134 SI! 1114 3451 S51 rxs w.t Tronsf ducts/grilles In 63' 554 NSSVp 7551 R' S '65N N365N 1651 365N er shed conpllonce with Florltle Resltlentinl Building Lode - M1602.4Balanced 7•kitchen vent GC AW. YJ.GNFY LfwW f4R ALL VNDNG JVM SIZES 4VD INSTALLATION IVY v4RY FER yew f Return Air, exceptions 1-3. Bulltler ust provltle unrestricted 1 Inch undercut on tloors to habltnble o woll cop 3OX f14Vi4CWiR AIN SF£LFKLTIONS. R6ER TO 0.0GRRAI'S FOR SME 6 uF u Ot WED lSKiF 4X., C45F T'- L9'IT• LR FIXEDO GLA55JL ouc O cuc J Y aoarteJ// 9,n uF, Iie+ coiroiimri-• I I,W—"-l 14x8 Iwctl 155IgLLL 33- JO GATHERING ROOM \ r DINING N _ CHnEN a AtrsuF CIO LANAI .AHt. x-si°vr v°wuE / 8 !- Ira• o 1-1 GARAGE i w v1 : w 10.26I I I pGR II1Ix 708170IwcB' . R R- I O i ra 6x16 ease Iy.R !F!a aP W[A P l41 amE lN&°wix I • 10, r 0 taco! gOei / eat I 16.16 rng nA qa; w 3i a NI i s " Bx,u1w D ° A TYP. ARCHWAY wi 4 OWNERS SUITE5 6 Dx wc r:m a s 9 O - 12x1 d 9' rn. 4' q 95 6 STUDON' NER5& en.c. 2• x'• r - i p - PORCH MNF uF. e 12 wn N s a4 tam 1r- A/ c I A/C 5' 25 B Ox 19- JD Ox6 rt N PAD PAD O tblt gatI$ 42X42 A/C SLAB m e4R (,. , a0p `® era ur. 2. 0 TO W/5KW 224DV IPH c BY BLDR MIN 18x10 pLen pintfornby a uC 3" bath duct 2' FRDM WALL bear s nle a/D=rD' to wall cap to wall CCL p w/ fan w/fan Nutone 696RNB Nutone 6 6RN STAIR NOTE5 rt Falaw6uu.artr ura ra•15tr! tRtoY1-m 9 A!!1 ipl°ARNAI PINNgY; YD V{FAIIDRIF9l4G Yf!]I LILpT ANAL lHLLI of AnAo®. 6 t{ NNItA NYFlfAtxblpC"lcCP° At r °G liv(E® YM511E IBGLu snumNn°_nw s en.ru,.u.ACE..wL NEvunnamFanroxR towarawa L a,Q,N, o- U - 411 Qi - 1%NaF Y eslwa WN .M wCw&at G2 PW. 9E 1P.imxt.t9neFN O Ell Mw'uN1-1 'M.° N ma,• x t° QN, U \ Q rmtetme10OLmrmnArt eeo aGu+L.eawianr u •em-0ZZ N O a rn EKr' aoar n"'elm,m O STRUCTURAL NOTES O Nl LMS f°H A•%°Ml1l U ti`V NIL IC4J lD4a ff.YeC toY°I ALe ww 4ta O C .. s 4 z Oto w Lu CD a 00 cu um D cLDKaiB l6 Rating MAIN LOOR RI Z LJ y Q O o yPCD 2l10- z jV) Qzoz O Q- Jl-,DL z O r LU > z oz owe J Q HmQJO = Q of m d J co C 12 aC YfRFY ROYN CPENN15 FOR AL WWOLS, MSIZES AW WAtUTICN h4Y VARYPER 11A4fACRFER MD F.fECF TM Z REFER TO FLOOR-L" FOR 6ME OF WIiDOW ISM 6WIE WM-SN, CAE11M. C ,, OR FIM CiA'S-FW ILL eEeBCT Ffv.4 eb re]CF o9lYdbbLL i dab k4. N 2.0 TON W/5KW R240V 1PH Bxl0p pliform byO biorstoleit/8'=1'0' omp0ance vith Florld yqmnResidentlal Hullding Code - M1602.4 Bolunced Return III,,a [eptlons I-H. Hullder ust provide a estracted 1 Inch undercut on tloors to habit ab(e 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- z 0 W Y Q o E] ti O z C-) OCU J \ Qz o=\ Q J I o } T) m LU > z CD z o L 3 J Q H m Q 5 J O. D Q m CL J (n C 0 TAYLOR MORRISON HOMES THORNBROOKE S.F. I LOT 310 HOUSE TYPE: ANASTASIA yy ` W/ OPTIONS I pp LAUNDRYTUB ! ! M R9fNx MASTER BATH 2ND LAV BATH 3 a 1ST FLOOR AAV WTCHEN 9r ,.• ' : 8 W / A"WIMP 8TAGYfPROM2NUFlOpR ,.#" .L d•'' '"w` r 4A' TRRMiN/•4'fJN{3V'QYMCxSI'FI,pCSit w'"'j'' h"t . "i`j1. . 14, IN 0- 1 / P0V/ DER LAUNDRYTUB BATH 6G V y T ` r0 O tiTv C= CA V J1 9 KECUKU C;UPY DESCRIPTION AS FURNISHED: Lot 310, 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. LOT 311 LOT 284 5.00' N 5.00' 329.92' Ts\ PC) LOT 285 LOT 286 N 00014'55" W 40.00' A• 19.80' 19.80' LOT 310 15. 7' 0 COVERED v , PATIO 5 14.3' . 00' O PROPOSED RESIDENCE ~ O MODEL: ANASTASIA p 2 CAR GARAGE RIGHT O LOT 309 C1 tzi 5.0' ENTRY 8.7' ZONIN DATE41 Ok to construct single falnily home with setbacks and impervious area 21.3' 5.00' shown on plan. 5y • "? "10 )MC. WALK 16' DRIVE - Phasasi - 25.20' 25.20' 10' UTIL, ESMT 5' CONC. WALK 3' FLARES CURB LVI = 4,ODU JV.F 1. LIVING = 1,522 SQ.FT. N 00014' 55" W (B.B.) GARAGE = 400 SQ.FT. 40. 0 0' LANAI = 139 SQ. FT. BREEZEWAY = N/A SQ. FT. DRIVEWAY = 403 SQ.FT. RED ROSE LANE AIC WAL PAD = 18 SQ.FT. WALKWAY = 70 SQ.FT. 50' R/W) TRACT I IMPERVIOUS ,q 262 G = 2, 623 SQ. FT. UTILITY & ACCESS R/W SOD = 2,177 SQ.FT. 5 g OFF LOT AREA CALCULATIONS: R/W = 440 SQ.FT. Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 110 SQ.FT. PER DRAINAGE PLANS BUILDING SETBACKS: *PLOT PLAN ONLY* SIDEWALK = 200 SO. FT. V PROPOSED DRAINAGE FLOW FRONT = 25' (NOT A SURVEY SOD = 130 SQ.FT. LOT GRADING TYPE A REAR = 15' TOTAL AREAS PROPOSED INFORMATION SHOWN AREA = 5,240 SQ.FT. PROPOSED F.F. PER PLANS = 24.6' +} SIDE _- 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 53 SQ.FT. PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 SQ.FT. CLIENT NOT FIELD VERIFIED SOD = 2,307 SQ, FT. CRUS'L'YVWEER—;SICOTT & ASSOC, LNC. - LAND IS'URVEYOR,S' LEGEND - LEGEND - P = PLAT PDL. = POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F = FIELD TYP. • TYPICAL NOTES: I.P, IRON PIPE P.R.C. - POINT OF REVERSE CURVATURE 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 SURVEYOR'S SIGNATURE AND ORIGINAL PA15ED SEAL THIS SURVEY MAP OR COPIE57VtE NOTKWD. SET I,R, t/2' IR. w/#LH 459E N.R. NONrRADIAL 3• THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSREC. RECOVERED VR. • VITNESS POINT OR EASEMENTS THAT AFFECT THIS PROPERTY. P.D.B. =POINT OF BEGINNING CALL, = CALCULATED PAR 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P.D.C. POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT Q 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 ENTITY. N&D = NAIL 6 DISK BS.L • BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USEDTORECONSTRUCT BOUNDARY ONES R/V •' RIGHT-OF-WAY B.M.•- BENHEARING CHMARK ESMT. EASEMENTB.H. BASE 7. BEARINGS, ARE BASED ASSUMED DATUM ARID ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAW, •DRAINAGE B. ELEVATIONS, IF SHOWN,•:ME_849ED ON N47IJNAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY 9. CERTIFICATE OF AUTHORIZATION No. •4596. CL.FC. CHAIN LINK FENCE VD.FC. VOOD FENCE C/B = CONCRETE BLOCK SCALE — 1" = 2O'- DRAWN BY: P.C. PDINTOF CURVATURE "' P.T. = PDINT OF TANGENCY CERTIFIED BY: DATE ORDER No. DESC. DESCRIPTION ------------------ R = RADIUS L = ARC LENGTH PLOT PLAN 12-14-2017 5753- 17 D = DELTA C CHORD C.H. CHORD BEARING NORTH THIS BUILDING/ PROPERTY DOES. NOT LIE WITHIN 6OM THE ESTABLISHED100YEARFLOODPLANEASPER "FIRM' GRUSEN EVER, R.L.S. 4714 ZONE X" MAP I 12117C 0055 F. W. SCO R.L.S N 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. J-. ^ "'" HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011/FBC 107 SANFORD,FL RADAN877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 1 15572 Includes Heat Pump and Heat Strips on together @100%. Square feet living area l 25851 3 volt/amps 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooklop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD FIRST10KVA@100% 10,000 REMAINDER @ 40 % 9742 LARGESTLOAD 15572 TOTAL LOAD F .35314 V.A./ SIZE RECOMMENDED F 2070 SERVICE SIZE: 240VOLTS= 1 147 MINIMUM PER 150 NEC 34355 TON QTY KW 2 4032 10000 6500 0 2.5 5040 10000 6500. 0 3 5280 10000 6500 0 3.5 6168 8000 5200 0 4 6888 8000 5200 0 5 10 KW SETUP 8160 10000 6500 0 0 4.308333 AC EP1 35.5 12 2.958333 TON QTY KW 1.5 2990 5000 3250 0 2 1 4032: 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 - 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POO PRE IRES 60'' 2401 0 y Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. n Z Q J Ln ama t-r1 n d t7 0 0 yA k Lot: 310 Block: Unit: Address: H JobNumber: N333522 %N G, Nr Revision Date: u' New Load #: RA01 s CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 Fyn THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. A ttJOJ STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI-TPI 1-2002 but it is a strongly recommended guideline by Carpenter Contractors of America. it serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installatioh of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, Strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than 1,4 inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses, Consequently, no design loads have been accounted for with this detail and continuous Strongback bridging should not be attached between common and girder trusses that have more than 14 inch differential deflection, STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL. BE A MININMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. i\V VI VLIMI1_ `I,. I .Jy N.T.S -Not To Scale) Gtstogbac6p®etAidsDet86638--BS688REPi1 E Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00 1.25 ]0 0 7.31.11 KOITYV:IFL/-/I/-/E/-/- A LP I N E ITW Building Com onm[s Orou Inc.xY S P P FIB HIES CI FI, 33844y, FI COA HO 278 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOLIH4, SHIPPING. INsTALLIH4 AND BRACING. REFER TO BC SI (IIILOIN4 COMPONENT SAFETY INFORMATION), PUBLISHED ByR TPI (TRUSS PLATE INSTITUTE, 218NORTHLEESTREET, SUITE 012. ALEXANDRIA. VA, 22 JIA) AND .,CA (MOOD T U" COUNCIL Or AMCR iC A., S]00 ENTCRPR ISE UnE, mDISBN, M1 52)1% r00. SAFETY PRACTICES DR10R TO PFRFOAMIN4 TXESI FUNCTIONS. UNLE O iHCANISF INDICATED TOP CHORD SNA LL HAY[ PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTON CHORD SHALL N E A PROPERLY ATTACHED RIGID CEILING. IM POR TANT`•FURn ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN 0CG. IMC, SHALL NOT Bf RESPONSIBLE FCR A DEVIATION FROM THIS DESIGN: ANY FAILURE T BUILD THE TRUSS IN COME ORMAMCE NITHTPI; 00. fAB0.1U i1MG,NHANDLiN6, SNIPPING, INSTALLING a BRACING OFOTUSS S. DES I4N CDNFDNMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ITN BIG CONNECTOR PLATES ARE MADf OF 20/IB/ISGA (N,N/SSlR) AST" AS58 GRADE ADRSO (N, Y./N,55) GALY. STEEL. APPLY PLATES i0 EACH fAtE Oi TRUSS INC. UNLESS OTHE— E LOCATED ON THIS DESIGN, POST TICX PE0. O0.AN1NG5 IBOA-z. NSPCCTION OF PLATES FOLLOYEO BY (I) SHALL BE PER A"" AJ OF TP11'2002 A SEAL ON TNIS PRAYING INDICATES ACCCPTANCI OF PROFESSIONAL E!11—RING RC*PO SISILII SOLELY F00. THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Bu1LDINc DfSIGNfR PER ANTI/TPI 1 SEC. 2. F' ' 0 0 S,, •' "'••., 7'YENgF.;S No. B22T2fa Ar toT. STATE OF / 9 -• . RN••, CQq)OPFSG\oJul7 W' TC L L PS F TC D L PS F BC OL PSF BC L L P S F TOT . L D . P S F R E F R 0 8 1- 48357 DATE O 7 / 2 8 / 0 9 DRW ricusaoaF 09209398 H C- E N G DR/DR AR 3 6 DUR . F AC . FROM SPACING JREF- 1TT0081_Z18 2 e I a = 177. HU and HUC products are heavy duty face mount joist hangers made from 14 gauge . l. galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU is available with header flanges concealed, provided the W dimension is 21/16 or greater, at 100% of the table load. Specify HUC. HU is available with one header flange concealed when the W dimension is less than 2V1e' at 100% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T-HUHUCTTN (seepage 231 for details). MATERIAL: 14 gauge FINISH: Galvanized, ZMW and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using %: x2'/4' hex head Simpson Strong -Tie® Titen® screws or -for concrete walls using '/,"x13/4' hex head Titen screws. Titen screws are not provided. Drill the'/4' diameter hole to the -specified embedment depth plus Yz'. Alternatively, drill the 3/,e diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. The hangers should be installed such that a minimum end and edge distance of 1'/2' is maintained. Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. HU410 SIIVIP50N• StrongTie'. Concealed Ranges HUG410 These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie fordetails. Model Dimensions f Fasteners Allowable Loads (DF/SP) No. HU26 W 116 H 3'/,s B 21/, CMU 4-Y4x2%Titen Concrete 4-'/4xlY4Titen Joist 2-10dxl'A Uplift Down Code Rei. 160) 290 100/115/125) 1545 HU281- Ira 5'/ 2'% 6-''/4x2'/,Titen 6-1/4xl%Titen 4-10dxl'A 575 2400 HU210 1%6 TA 2'/4- 8-'/4x2Y4 Titen 8-'/.x1'/ Titen 4-10dx1'fz . 575 2400 5/ie 2'h 12-'/4x2Y4 Titen 12-Y4xl Y4 Titen 6-10d 1085 3950 5% 2'Fz 12-'/x2Y4 Titen 12-'/xlY4 Titen 6-10d 1085 3950VHU210-2 6'/6 2'k 14''/,x21,Titen 14''/.x1'/Titen 61Od 1085 4350 170 7 2'.rZ 14 Yx2Titen 14-''/,xt%Titen 610d 1085 4350 8S 2'A 18-Yx2%Titen 18-Y4x1%Titen 10-10d 1810 5085 8"As 2'h 18 ''/,x23: Titen 18-Y.x1Y4 Titen 10-10d 1810 5085 HSUR/L26-2 1 3'% 4'3;6 2% 12-Y4x2Y4 Titen 12-'/4xl-Y4 Then 4-16dx2'lh 815 26251 1. upun luaus nave peen mereasea Tor wind or earthquake loading with no further increase is allowed. Reduce where other loads govern. 2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength. of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45• and achieve the same loads. 4. See page 159 for Titen screw information. Use stainless -steel Titers screws and products in exposed applications. Tabulated loads apply to stainless -steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table toads for concrete applications. 6. Table allowable loads were determined using tested lowest ultimate/3 or fastener calculation values. 7. NAILS: 16dx2%s = 0.162' dia. x 2%2' long, 10d = 0.148" dia, x 3' long, 10dx1'/z = 0.148' dia. x 1'h' long. See page 22-23 for other nail sizes and information. min. In: I 1 HU410 Installed on Masonry Block Sidewall 1'/z4 min HUC410 Installed on Masonry Block End Wall HSUR/L25-2 Installed on Masonry Block Sidewall F a Model Min- Heel Dimensions Fasteners DF/SP Allowable Loads Allowable Loads No. Height W H B Carrying Carried Uplift Floor Snow Roof Wind U liftp) Snow51 Roof Wind Code Member Member 160) 100) 115) 125) 160) 160) 115) 125 160) Ref. HTU26e 3h 16/e b'Ge 3'h 20-16d 11-10dx1'h 670 2940 V 2735 31001 735 575 1725 1725 1725 1725 EU Min) 3% 1% 5'/e 3% 20-16d 14-10dx1Y2 1175 3160 100 1010 1955 1 555 1955 1955Max) 5'h 13e 5'/s 3'h 20 16d 20 10dx1'fi 1215 3600 3760 1045 2370 .2370 2370 2370 17(Min) 3 6 1% 7y6 3'h 26 16d 14-10dx1f 1125 3770 3770 3770 3770 970 2825 2825 2825 2825 L17, Max) 7'/a is/e ly3'f 920 3820434D468050151695 3285 3730 3765 3765 F22 Min) 3% 1% 9'/,e 3'h 32-16d 14-10dxll/2 1250 3600 3600 3600. 3600 1075 2700 2700 2700 2700 HTU210(Max) 9y 1% 9'/,6 3'h 3216d 32-10dx1'h 11 3255 1 4705 1 5020 5020 5020 2800 3765 3765 3765 3765 DOUBLE 2x SIZES HTU26- 2 (Mina 5'/ 16 3'h20-16d 14-10d 1515 2940 334 33500 3500 1305 2205 2205 2205 2 005 HTU262 (Ma5'/,s. 3'fz 20-16d 20 tOd 1910 2940 3340 3500 3500 1645 2205 2205 2205 2205 HTU28-2 (Min7'/,6 3'h 26-16d 14-1Od 1490 3820 3980 3980 3980 1280 2985 2985 2985 2gg5 17, HTU28-2 (Maxlye3'h 26 l6d 2610d 3035 3820 4340 4680 5555 2610 3285 3730 4025 4165 L17, HTU210-2(Mi9ye 3y 32-16d 14-10d 1755 4255 4255 4255 4255 1510 3190 3190 3190 3190 F22 HTU210-2 (Ma9'/, e 3f2 3216d 3210d 3855 4705 5345 5760 6470 3315 4045 4595 4855 4855 See table footnotes onDaae136HGUQhangersprovidesimilar capacities as HGUS double shear hangers, but they use Simpson Strong -Tie® Strong -Drive® SDS screws instead of nails for faster and easier installation. In addition, the SDS screws help transfertheloadbetweenthepliesofthesupportinggirderwhentheypenetrateallplies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Y • Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 41/2' screws may be substituted for the longer length screws with no load reduction, orashimblockmayusedasapprovedbytheDesigner. OPTIONS: These hangers cannotbemodified. CODES: See page 13 for Code Reference Key Chart. HG.U028-2 w f 2%" Model Dimensions SOSFasteners OF/SP Allowable Loads SPF/HF Allowable Loads No. Ga Carrying Carried Uplift' Floor Snow Roof Wind Uplift' Floor Snow Raof Wind Code W H B MemberMember (160) (100) (115) (125) (160) (160) (100) (115) (125) (160) Ref. HGUQ26-2-SDS3 HGUQ28- 2-SDS3 HGUQ210- 2-SDS3 12 12 12 316 36/ e 3V16 57/6 7M6 9y6 4 4 4 12)/; xT 20)'/; x3' 28)' b"x3" 4) Y,' x3' 6) WxX 8) 1;x3' 1635 2565 3440 yV5040 GA 1 7330 7415 5565 7330' 7415 5565 7330. 7415 5565 7330 7415 1175 1 1845 1 2475 3630 5280 1 5340 1 4005 1 5280 5340 4005 1 5280 1 5340 1 4005 1 5280 5340 F22 S4. 5 ff 12 12 M 12) Y,"x4'/ 2' 20)'/a'x4'h' 4)'/,' x4 16355040 6)'/;x4 5165 5165 9175 5165 9175 1175 1845 3630 6050 DS4. 5 12 28)'/," x4'/ 2" 8) %,z4 M iAnn"pi 9745 Ce 9745 2475 7015 M20S4. 5 GA JIGC J HGUQ26-4- SDS6 12 6'/, s 5% 4 (12)''/; x6' (4)'/, z6' 2a75 5040 5165 5 665 5165 1710 3630 3720 3720 3720 HGUQ28 4 SDS6 12 69/,6 7'/,6 4 (20) Y;x6' (6)'/,'x6" 4020 t3400 8860 8860 8860 2890 6050 6380 6380 6380 F22 HGUQ210-4-SDS6 12 6% 91,6 4 (28)'/, z6' (8)'/"x6" 4170 10260 10260 10260 . 10260 3000 7385 7385 7385 7385 4x SIZES HGU046-SDS3 SDS3 HGU0410 SDS3 12 12 12 3' 36/ e 36/ e 4% 6'/e 8'/ 4 4 4 12)'/,' x3" 20) Y; x3' 28) Y,' x3' 4)'/5c3' 6)'/ix3' 8)'/<' x3" 1635 2565 3440 E 51 655165 j7330 15 7415 741551657330741511751845 2475 3630 5280 5340. 3720 5280 5340 3720 5280 5340 3720HGUQ48 5280 5340 F22 1. Uplift loads have been increased for wind or earthquake loading with no 5. SDS screws that penetrate all plies of the supporting girder (screws mustpenetrate a j further increase allowed. Reducewhereotherloadsgovern. minimum of l' into the last truss ply) may also be used to transfer the load through all 2. Wind (160) is adownloadrating. the plies of the supporting girder. When SDS screws do not penetrate all plies of the 3. Truss chord cross -graintensionmaylimitallowableloadsinaccordancewithsupportinggirdertruss, supplemental SDS screws at the hanger locations may be required ANSI/TPI 1-2007. SimpsonStrong -Tie'= Connector Selector," Software includes to transfer the load to the truss plies not penetrated by the face fasteners, as determined the evaluation of cross -graintensioninitshangerallowableloads. For additional by the Designer. information, contact Simpson Strong -Tie. 6. The supporting girder truss must have adequate thickness to accommodate the screw length, 4. Simpson Strong -Tie Strong -Drive screws are permitted to be installed through so that the screw does not protrude out the back of the girder. 3" or 4W long SDS screws metal truss plates as approvedbytheTrussDesigner, provided the requirements may be substituted for the longer SDS screws with no load reduction. of ANSI%TPI 1-2007Sections7.5.3.4 and 8.9.2 are met (pre -drilling required 7. For installations to LSL, use the DF/SP table loads. through the plate using amaximumof %a' bit). 10 m 137 r q The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 37/6'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to Yi max. to allow for greater construction tolerances (maximum gap for standard allowable loads is W perASTM D1761 and D7147). MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for maximum values. See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. Standard Allowable Loads N" Maximum Hanger Gap) e I HTU26 ° H end of truss and carrying member HTU Installation for Standard Allowable Loads For''/z' maximum gap, use Alternate Allowable Loads:) SIMPSON S xatP011n Installation Alternate Installation — HTU28 installed on 2x6 carrying member HTU210 similar) Min. Dimensions Fasteners DF/SPAllowable Loads SPF/HFAllowable Loads Code ModelNo. Heel Height W H g Carrying MemberCarried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind- 160) Uplift 160) Floor 900) Snow 115) Root 125) Wind 160) Ref. SINGLE 2x SIZES HTU26 3'h16/6534 3'/z 20-'16d 11-10dx1'ri 730 29.403045 3045 3045 630 1920 1920 1920 1920 HTU26 ( Min) 3% is/657A,63'h20-16d 14-10dx1'h 1250 12940 3200 3200. 3200 1075 2015 2015 2015 2015 HTU26 ( Max) 5'h1% 57/,6. 3'h20-16d 20-10dxN 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450 17, HTU28 ( Min) 37/e 1%7Y,63'/z 2616d 14-10dx1Yz 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 ( Max) 7'/4 1% 7'A63'h26-16d 26-10dx1'h 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 F22 HTU210 ( Min) 37/6 16/69'/,e 3'/z 3216d 1410dx1'h 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265 HTU210( Max) 9'/4 1% 9'%6 3% 32-16d 32-10dx1'h 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26- 2 (Min) 3% 35/,6 57G6 3'h 20-16d 14-1Od 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26- 2 (Max) 5'h3Y,,6 57/,6 3'/ 20-16d 20-10d 2175 2940 3340 3600 . 4485 1870 2530 2870 3095 3855 17° HTU28- 2 (Min) 3% 36/6 76 3'/226-16d 14-1Od 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 L17, HTU28- 2(Max) 7Y, 3%6 7'/,6 3'h 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22 HTU210- 2(Min) 37/6 3% 9%6 3'h32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210- 2 (Max) 9Y, 1 36/,6 9'/,6 1 31h 1 32-16d 32-10d 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) end and ANSI/TPI 1-2007. Simpson Strong -Tie"' Connector Selecto! - Software incluoes the carrying member. the evaluation of cross -grain tension in its hanger allowable loads. For additional 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. information, contact Simpson Strong -Tie. 3. Uplift has been increased for wind or earthquake loading with no further increase 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single allowed; reduce where other loads govern. 2x carrying members, use N10 (10dx1'/z') nails into the header and reduce the 4. Wind (160) is a download rating. I allowable download to 0.70 of the table value. The allowable uplift is 100% of 5. For hanger gaps between'/6' and'h' use the Alternate Allowable Loads. the table load. 6. Truss chord cross -grain tension may limit allowable loads in accordance with 8. NAILS: 16d = 0.162' dia. x 3'h' long, 10d = 0.148' dia. x 3' long, 10dx1'/2 = 0. 148' dia. x 1'/z' long. See page 22-23 for other nail sizes and information. Alternate Installation Table for 2x4 and 2x6 Carrying Member Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code ModelNo. Heel Heift ightCarryingRef. arry160) Floor Snow Roof I (160) MemberMemberMember1610) . 100) 115) 125) 6l0) 100) 115) 125) HTU26 ( Min) 37% 2-2x4 il 14-10dx1'h 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26 ( Max) 5'h2-2x4 10-16d 20-10dx1'h 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, L1l 7, HTU28 ( Max) 7'/< 20-16d 26-10dxl'A 1970' 2940 3340 3600 3905 1695 2530 2870 3095 3360 F22 HTU210 ( Max) 9'/. 2-2x6 20-16d 32-10dx1'h 2760 2940 3340 3600 3905 2375 1 2530 2870 3095 3360 1. See table above for dimensions and additional footnotes. 4. NAILS: 16d = 0.162' ma. x 3 ii long, 1udx1 rz = U. 140 ma. x I'/z luny. 2. Maximum hanger gap for the ahemate installation is'F2'. See page 22-23 for other nail sizes and information. 136 3. Wind (160) is a download rating. r These products are available with additional corrosion protection. Additional products onjthispagemayalsobeavailablewiththisoption, check with Simpson Strong -Tie for details. SIMPSON'n Strong Tie- These products are approved for instaliation with the Strong -Drive SDShUctural-Connector screw. Seepage 27 formore information. Min. Dimensions Fasteners OF/SPAllowable Loads SPF/HFAllowable Loads ModelHeel Ga No. Hei ht W H B Carrying Carried Uplift' Floor. Snow Roof Wind U lifP Floor Snow Roof[Wind Code gMemberMember (160) (100): (115 pRel. 125) (160) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24- 2 2'118 31/e 3% 2 4-16d 2-1611 440 800 910 985 1250 380 680 1070 0845IDLUS26-24Y,6 18 3% 4'/e 2 4-16d 4-1 ill 1165 1030 1180 1280 1625 1000 R80 1 788 0 105 1385 17, F6, L17 HHL126-2 4/ 6 14 34ie 5% 3 14-16d 6-16d 1550 2785 3155 3405 4265. 1335 2390 2710 2925 3665 HGUS26-2 41;6 12 33,6 53/,6 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 LUS28-2 43116 18 3'/e 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1285 1390 1765 1000 1125 IDHHUS28-261,e 14 3Y,6 7'/4 3 2216d 8 16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17,F6,L17 HGUS2872 6% 12 V6 7Y6 4 36-16d. 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 E415 6415 17,L17 F23 LUS210-2 6'/,e 18 3Aa 9 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17, F6, L17 HHUS210-2 8% 14 3Y,6 8'/e 3 30-16d 10-16d 4000 5635 6380. 6880 7165 3525 4835 5270 5380 5765 HGUS210-2 8% 12 31/,6 SlYm 4 46-16d 16-16d 4095 9100 9100 9100 91D0 3525 7465 7730 7$2$ 78P5 17,L17,F23 TRIPLE 2x SIZES HGUS26-3 4111 10 q+ HGUS28-3 HGUS210- 3 HGUS212- 3 HGUS214- 3 6 611i6 8' 1ie 10% 126/e 12 12 12 12 Ie 4' Vie 4%, 4'-Ye 4' Vie 572 4 71/ 4 4 9% 4 1T, 4 127X4 1 20- 16d 36-16d 46-16d 56-16d 66-16d I 8- 16d 12-16d 16-16d 20-161 22-16d- 2155 3235 4095 5045 5515 4355 7460 9100 9600 10100 4875 7460 9100 9600 10100 5230 1 7460 91D0 9600 1 10100 5575 1 7460 9100 9600 10100 1855 3750 4200 4500 4795 17,L17,F23 2785 6415 6415 6415 6415 3525 7825 4335 8255 4745 8685 7825 8255 8685 7825 8255 8685 7825 8255 8685 UUwUnurLtZXSIZES HGUS26- 4 5'/ 2 12 6tie 5346 4 20-16d 8-16d HGUS28-4 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 7% 12 6%e7Y6436-16d 12-16d HGUS210-4 9%;" 12 3235 7460 7460 7460 7460 2785 1 6415 6415 1 6415 I 6415 6y6 9/,6 446-16d 16-16d HGU-212-4 10% 4095 9100_ 91 17, L17 F23 12 6 6 106/e 4 5616d 20-16d HGUS214-4 1.2% 12 5045 96009600 96D0 9600 4335 8255 8255 8255 8255 69/,6 1 12% 4 1 66-16d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685 8685 LUS46 4'/ 18 3% 41; 2 4-i6d 4-16d 1165 4x SIZES 1030 1180 1280 1625 1000 880 HGUS46 4'/6 1236/e 4'AS 420-i6d 8-16d 2155 4355 1010 4875 5230 5575 1855 3750 1090 1385 17,Ffi, L17 HHUS46 4Y,6 14 3% 5Y,6 3 14-16d6-16d 1550 2790 4200 31an 3410 4265 1335 4500 4795 17,L17 F23 LUS48 4 18 3 6 6/ 2 "6 16d 4 16d 1165 1315 2390 2710 1500 1625 2060 2925 3665 HUS48 6'/ 6 14 3% 7 2 6-16d 6-16d 1550 1595 1000 1125 1285 1815 1960 2470 1550 1390 17,F6,L17 HHUS48 6'/z 14 35/6 7%6 322-16d 8-160 2D00 4215 1365 IS55 4770. 515D 6440 1720 1680 5 1 211765 1 lGU0486'A6 12 3% 71/e 4 36 i6d 12 16d 3235_ 7460 3615 4095 7460 7460 7460 2785 468 515 17,1_ 17,F23 LUS410 6Y+ 18 3 6 81; 2 8-16d 6-16d 1745 1830 6415 641-S 2090 2265 2870 1500 6415 6415 HHUS410 "a 9 3 30-16d 10-16d 3745 5640 1565 1785 6385 6890 7165 1935 2455 17,F6, L17 H6US410 8% 12 3Y. 9''A,, 4 46-16d16-16d 4095 9100 3440 4835 5480 9100 9100 9100 5910 6165 HGUS412 10' AS 12 3%10%6 4 56-16d 20-16d 5045 9600 3525 7825 7825 9600 9600 7825 7825 17 L17, F23 HGUS414 11%6 12 36/ 12%e- 4 66-16d 22-16d 5515 10100 9600 4335 8255 8255 10100 10100 10100 8255 8255 17,L17 1. Uplift loads have been increased 60% forwind 4745 8685 8685 8685 8685 or earthquake loading with no further increase allowed. For normalloadingapplicationssuchascantileverconstructionANSI/TPI 1-2007. Simpson Strong -Tie'=' Connector Selector'M Software includes refer to Simpson Strong - Tie® Connector Selector -software or conservatively the evaluation of cross -grain tension in its hanger allowable loads. For additional divide the uplift load by 1.6. nformationcott Si contact Strong -Tie. 2. Winda download rating. 5. Loads shown are based on minimum of 2-ply 2x carrying member. With 3x carrying h 3. Minimuumm heel heightshownisrequiredtoachievefulltableloads. minimum heel height, For lessthanmembers, use 16dx2%z' nails into the header and i6d commons load reduction. With single 2xintothejoistwithno see technical bulletin T-REDHEEL ( see page 232 for details). 4. Truss chord cross -graintensionmaylimitcarryingmembers, use 10dxl and 10d commons into the joist, and reduce the load to i nails into the header 0.64 of the table allowable loads in accordance withvalue. 6- NAILS: 16d = 0.162" dia, x 3'/V long. See page 22-23 for other nail saes and information. y 3 135 i G* 0114 This product is preferable to similar connectors because ofa) easier installation, b) higher loads, c) lower installed cost, ora combination of these features. All hangers in this. series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium load truss applications, theMUSoffersalowercostalternativeandeasierinstallationthantheHUSor THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAX3 coating; see Corrosion Information, page 14-15. INSTALLATION • Use all specified fasteners. See General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for welded or nailer applications. OPTIONS:.• LUS and MUS hangers cannot be modified. NUS hangers available with the header flanges turned in for 2-2x (3%) and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. ID These products are available with additional corrosion protection. Additional products on this page may also be available with thisoption, check with Simpson Strong -Tie for details. PF These products are approved for installation with the Strong -Drive SDStructural -Connector screw See page 27 for more information. Model No. Min. Heel Height Ga r SINGLE 2x SIZES LUS24 2% 18 1y6 3!4 1M 4-10d 2-10d LUS26 4Y< 1% 434 1% 4-10d 4-10d MUS26 411/,6 18 1%6 5y6 2 6-1Od 6-10d HUS26 4% 16 11'6 5% 3 14-16d 6-16d HGUS26 4%6 12 1% 5% 5 20-16d 8-16d LUS28 4% 18 1%6 6% 13/a 6-10d 4-10d MUS28 66/16 18 1% 613/,6 2 8-10d 8-10d HUS28 6Yz 16 1% 7 3 22-16d 8-16d HGUS28 6'/16 12 1% 7 5 36-16d 12-16d LUS210 41/ 18 1Y;6 713/16 1% 8-10d 4-10d HUS210 8% 16 1% 9 3 30-16d 10-16d 1. See table on -page 135 for allowable loads. V for 2x's 1''A6' for 4Xs 1 •: tl :. c V B LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) I —" I. -- MA MUS28- HGUS28-2 SIMPSON 6 c 0 r HUS210 HUS26, HUS28, and HHUS similar) 4 m s , Q M, y HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) th nCUuGeu num ne66Jhf Double Shear 1 Dome Double Shear Double I Nailing Nailing Side View Shear Side View j (available on Nailing i Do not I some models) Top View 1 bend tab U.S. Patent 5,603,580 DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Code Model Uplitt' 160) 1 0) WinFloorSnlo(l Wind Uplift' 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift' 160) Floor 100) Snow 115) Roof 125) Wind 160) Ref. SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 915 1160 17 F6,L17 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 1110 1265 1370 1570 HUS26 1550 2720 3095 3335 3335 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 176.5 4360 4885 5230 5390 1765 4725 5290 5390 5390 1520 3750 4200 4500 4635 L17 LUS28 1165 1100 1255 1360 1725 1165 1200 1365 1480 1835 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L1 HUS28 HGUS28 2000 3015 3965. 6745 4120 6970 4220 7125 4335 7275 2000 3015 3790 6460 3960 6705 4070 6870 4335 7275 1720 2595 2905 4960 3035 5160 3125 5290 3435 5745 L17 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 1415 1745 17,F6,L1, HUS21100 3000 4255 4445 4575 5020 3000 4105 4310 4450 4930 2580 3150 3315 3425 3815 134 Note: For dimensions and fastener information, see table above. See table footnotes on page 135. t Engineered Wood &Structural Composite Lumber Connectors a C E These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. a CODES: See page 13 for Code Reference Key Chart. Actual Joist Size Model No. Ga Dimensions Min/ Max Fasteners Allowable Loads Code Ref. W HTB Face Joist OF/SP.Species Header SPF/HF Species Header Uplift 160) Floor 100) Snow 115) Rout 125) Floor 100) Snow 115) Roof 125) 1 % x5'h HU1.81/5 14 1'3;6 5'/s 2'h Min 12-16d 4-10dxl Y2 610 1785 2015 2165 1540 1735 1865 19, L12, F81'Y,e 5% 2'h Max 16-16d 6-10dx1'h 915 2380 2685 2890 2050 2315 2490 1 Y. x 7Y4 HU7 14 l'3;6 61/,6 21h Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 19, F8, L121'/6 6'Y,6 2'h Max 16-16d 8-10dxl% 1515 2380 2685 2890 2050 2315 2490 HUS1.81/10 16 11M. 8% 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 19, F23 1 114 x 9'h HU9 14 1 %6 95/6 2'/z Min f8-16d 6-10dx1 Y2 915 2680 3020 3250 2305 2605 2800 19 F8, L121 %6 9'/6 2ii Max 24-16d 10-10dx1'h 1895 3570 4030 4335 3075 3470 3735 H6C01.81/9-SDS 1IY16 9 1 3 1 — 8-SDS'/.'xl%' 4-SDS'/,'xl%' 1505 2000 2300 2500 1440 1655 1800 HUS1.81/ 00 16 113i6 83/a 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 Ig F23 1%x HU11 14 11/16 11'/,6 2'/2 Min 22-16d 6-10dx1'h 915 3275 3695 3970 2820 3180 3425 19, L12, F31'M6 11 'A. 2Yz Max 30-16d 10-10dx1 1h 1895 4465 4705 4810 3845 4340 4600 HUC01.81/11-SDS 1'3;6 11 3 10-SDS Y; x1Y4' 4-SDS Y; xl %' 1505 2500 2875 3125 1800 2070 2250 HUS1.81/10 16 1',6 8'A 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 9, F23 U14 1'Yla 10'/4 2 14-16d 6-10dx1Yz 1110 2015 2285 2465fl17351965 2120 1344 x 14 HU14 14 1'3ie 13"'/e 2'h Min 28-16d 8-10dx1'h 1515 4165 4420 45054050 4335 19, F8, L12 11Y,6 13"/6 2Y2 Max 36-16d 14-10dxl% 2015 5055 5275 54205000 5130 HUCQ1.8i111 SDS 1'3 6 11 310-SDS'/; xi'/' 4-SDS'/4xl Y4 1505 2500 2875 3125 2070 2250 19, F23 3'/z x7% HU48/HUC48 14 31,6 61% 2'h Min 10-16d 4-10d 760 1490 1680 1805 1445 1555 Ig L17, F6We6'3;6 2'/z Max 14-16d 6-10d 1135 2085 2350 C2530 1795 2025 2180 HUS48 3Y% 6'Y,6 2 6-16d 6-16d 1550 1595 1815 1 1960 1365 1555 1680 19, F8, L12 HGUS46 12 3Y. 47/,6 4 20-16d 8-16d 2155 4360 4885 5230 3750 4200 4500 19.F23 HHUS48 14 3% 7Ye 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L12 HGUS48 12 3% 7'% 4 36 16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19. F23 U410 16 3% 8'h 2 14-16d 6-10d 1110 2015 2285 2465 1735 1965 2120 3'/2 x 9Y4-9'/z HUS410 14 3% 81516 2 8-16d 8-16d 2990 2125 2420 2615 1820 2070 2240 19, F8, L12HU410/HUC410 3%6 8% 2'/2 Min 14-16d 6-10d 1135 12085 2350 2530 1795 2025 2180 3% 8% 2'h Max 18-16d 10-10d 1895 2680 3020 3250 2305 2605 2800 HHUS410 3% 9 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUCQ410-SDS 3'/6 9 3 12-SDS Wx2Y2 6-SDS'/; x2Yi 2510 4680 4955 4955 3370 3570 3570 HGUS48 12 3% 7Y6 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19,F23 HGUS410 3% 9%6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 6410 16 3%6 8% 2 14-16d 6-1Od 1110 2015 2285 2465 1735 1965 2120 34x 11 Y<-11% HUS412 14 3% 10'h2 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 19, F8,L12 HU412/HUC412 3% 1036 2'hMin 16-16d 6-1Od 1135 2380 2685 2890 2050 2315 2490 3'/ 16 106/6 2Y2 Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0412- SDS 33;6 11 3 14-SDS %'x2lh' 6-SDS Y4'x2'/z 2510 5460 5560 5560 3930 4000 4000 HGUS48 12 3% 7'/a 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 9, F23 HGUS4103'h9'/6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS412 33e 10% 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 U414 16 3% 10 2 16-16d 6-10d 1110 2305 2615 2820 1980 2245 2425 3'/ zx14 HU416/ HUC416 14 3'/, 6 13% 2'hMin 20-16d 8-1Od 1515 2975 3360 3610 2565 2895 3110 19, F8, L12 3'/6 13% 2Yz Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 HHUS410 341 9%6 3 30-16d 10-16d 3735 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 1 7825 7825 7825 19, F23 HGUS4143% 127/6 4 66-16d 22-16d 5515 10100 10100 10100 8685 8685 8685 HUCQ412- SDS 14 3'/,6 11 3 14-SDS Y4'x2'h' 6-SDS'/; x2Y2' 2510 5460 5560 5560 3930 4000 4000 HU416/ HUC416 14 3% 13% 2'hMin 20-16d 8-1Od 1515 2975 3360 3610 2565 2895 3110 19, F8,L12 3'/,6 13% 2'hMax 26-16d 12-1Od 2015 3870 4365, 4695 3330 3760 4045 3' h x 16 HGUS410 12 3' h 9% 4 46-16d 16-16d 40,959100 9100 9100 7825 7825 7825 19: F23 HGUS412 3% 10% 4 56-16d 20-16d 5045 9600 9600 9600 8255 8255 8255 HGUS414 3% 12'/,6 4 66-16d 22-16d 5515 10100 10 . 10010100 8685 8685 8685 HUCQ412- SDS 14 3%6 11 3 14 SDS'/.'x2'/z' 6 SDS Y.'x2'h' 2510 5460 5560 3930 4000 4000 co m m a0 C Ro y C In 4f n CAy tp CZ ntr Cbc a n c 0 1. Uplift loads based on DF/SP lumber and have been increased for wind or 4. MIN nailing quantity and load values —fill all round holes; earthquake loading with no further increase allowed. Reduce where other loads MAX nailing quantity and load values —fill all round and triangle holes. govern. For SPF/HF use 0.86 x DF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall and 0.72 x DF/SP Uplift Loadforproducts requiring screws. performance and installation value. 2. 10dcommonsor16dsinkersmaybeusedinsteadofthespecified16dat6. Allowable downloads are based on a joist bearing capacity of 750 psi. 0.84ofthetableloadvalue. 7. NAILS: 16d = 0.162' dia. x 3% long, 1Od = 0.148' dia. x 3' long, 3. 16d sinkers may be used instead of the specified 10d commons with no load reduction. 10dx1'h = 0.148' dia. x 1'/z' long. See page 22-23 for other nail sizes and information. 105 i) I:. Solid Sawn dnist lrannarc GVgRfG This product is preferable to similar connectors because ofWajeasierinstallation, b) higher loads, c) lower installed cost, a t or a combination of these features. b'• The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Designed for 42 floor trusses and 4x beams, the THAR/1_422 has a standardskewof45°. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof42trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available inZMAX® coating; see Corrosion Information, page 14-15. INSTALLATION: • Use all specified fasteners. See General Notes. The following installation methods may be used: Top Flange Installation —The straps must be field formed over theheader — see table for minimum top flange requirements. Install topandfacenailsaccordingtothetable. Top nails shall not be within %; from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at ananglesothattheypenetratethroughthecornerofthejoistandintotheheader. For all other top flange installations, straighten thedoubleshearnailingtabsandinstallthenailsstraightintothejoist. Face Mount Installation —Install all face nails according to the table. Not all nail holes will be filled on all models. On models where therearemorenailholesthanrequired, the lowest 4 face holes must befilled. Nails used for the joist attachment must be driven at an anglesothattheypenetratethroughthecornerofthejoistintotheheader. Alternate Installation The THA 4x hangers may be installed in atopflangeconfigurationusingthetabulatedfastenersforfacemountinstallationandachievethefacemountinstallationloads. Install thetabulatedfacenailsintothefaceandtopofthecarryingmember. Nailsusedforthejoistattachmentmustbe.driven at an angle so that theypenetratethroughthecornerofthejoistintotheheader. iUplift —Lowest face nails must be filled to achieve uplift loads. OPTIONS: • THA hangers available with the header flanges turned in for 3%" except THA413) and larger, with no load reduction.— order THAC hanger. CODES: See page 13 for Code Reference Key Chart. Attachment Top nails pertableOfnailerperDesigner 1 Doubleoue Shear Dome Double Shear Shear Nailing Side View Nailing Side ViewDonotbendtabiNailing (available on Top View unless otherwise I some models) 0 noted U.S. Patent 5,603,580 SIMPSONt Stro-gTI Typical THA Top Flange Installation Face nails pertablemin.'A' from ed e) g Typical THA29' Face Mount Installation f•--h--I 1Y'ror4. THAG422 double and install the joist Typical THA Top Flange Installation on a Nailer except THA29) i These products are available with additional corrosion nrotertion AH&H-1 ,.., -_.._ —_.. _.-_ I V tY'for THAG422 ',I ".0 P 2Yr for7W22-2 THAC422 THAR/1-422 Minimum Carried Memher Model No Ga Dimensions W H C Min. , Top Flange Min. Header Depth N ,,,, Fasteners' DFlSPAllowable Lriads CarryingCarriedMember Memher Uplittz Floor Snow Root To Face Sirai ht Slant (160) (100) (115) (125) a+ wru, arrnpson among-ae SPFJHFAIIowa6leLoads Upliftz Floor Snow Roof 160) ( 100) (115) (125) for details. Code Ref. TOP FLANGE INSTALLATION 2x42x6 THA29 THA213 18 18 is/ a 1 e 911/ 16 13 5'/ e 5'/ z 2MG 1'/ z 4- 1 id 4-10d 4-10d 560 2260 2310 2350 480 174D 1785 1815 2x6 THA218 18 1% 6 17M6 51/z 2 4- i6tl 2lOd 4- lOd 2-i6tl 4 10dz1%z 410dx1'/ 2 1615 1615 1615 1280 1280 1280 2 2x10 THA418-2 16 3'/e 17 1% 6 8 2 4-i6tl 216d 610d 1615 1615 1615 1280 1280 1280 2 2x10 THA413 2 16 3'/6 P2e/,6 8 2 4 i6tl 216d 2245 2245 2245 1935 1280 1280 18, F7, 4x6 THA413 18 35/e 133;6 4'/z 1Yz 410d 210d 410d 2245 2245 2245 1935 1935 1935 L15 4xiD THA418 16 36/e 1T/z 7%6 2 4-16d 2-i6tl 6-10d 1615 1615 1615 1280 1280 1280 4x10 THA422 16 3% 22 7'/e 2 416d 2-16d 6-10d 22g5 2245 2245 1935 1935 1935 4x10 THA426 14 3% 26 7% 2 4 i6tl 4 i6tl 6i6tl 2245 2245 2245 1935 1935 1935 410 THAR/L422 16 35/e 225/e 8 21/z 4-10d 2-10d 1-10d 2-10dxi'/a 2435 1090° 2435 1090' 2435 1090° 2095 2095 2095 . F23 4x10 THAR/L422 2 4x10 THA422 2 16 14 35/ e 71/ 225/ a 22"% 6 8 2%z 4-10d 8-10d 1-1Od 2-10dx1%z 310 1675 1675 109U 260 915° 1405 9154 1405 9151 1405 18, F7, L15 2 4x10 THA426-2 14 7'/. 26Y,6 9'/ 4 9'/ q 2 2 4- 16d 4-16d 4- 16d 4-161 6- i6tl 6- 16d 3330 3330 3330 2865 2865 2865 FACE MOUNT INSTALLATION 3330 3330 3330 2865 2865 2865 2x4 THA29 18 2x6' THA213 18 isle isle 9"/ 6 133; 6 5'/ e 5Yz i3's/6 6- 10d410d 560 2125 2310 2350 480 1740 1785 1815 2x6 THA218 18 1 17'/6 S'/2 173/,6 1410d 18- 10d 4- 10d 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA218-2 16 3'/e 17"/,6 8 4-16tl 1170 1795 1840 1870 780 1385 1425 1450 2 2x10 THA222-2 16 3' 22 6 8 14'/,b 2216d 616d 1855 3695 3695 3695 1595 3185 3185 13185 18, F7,' 4x6 THA413 18 35/ 133 6 41/z 13'/ 14 i6tl 6- 16d 1855 3695 3695 3695 1595 3185 3185 3185 L15 4x10 THA418 16 35/e 17'/z 7% 1g is 2216d 4- 1d 1170 1940 2235 2400 780 1660 1910 2075 4x10 THA422 16 36/e 22 7'/s 14y6 22_16d 6- 16d 1855 3695 3695 3695 1595 3185 3185 3185 4x10 THA426 14 35/e26 7% 16'/,6 30-16d 6 i6tl 1855 3695 3695 3695 1595 3185 3185 3185 2 4x10 THA422-2 14 71/< 221%6 9Y 16'/6 30-16tl 6 i6tl 1855 4550 4550 4550 1595 3915 3915 3915 F23 2 410 THA426-2 14 71/ 261/e 9'/ 18 6 i6tl 1855 5160 5520 5520 1595 4440 4745 4745 38-i6tl 6 i6tl 1855 5520 5520 5520 1595 4440 4745 4745 170 1. lfid sinkerc mm, ha -.d 2. Uplift has been increased for wind or earthquakeloading with no cluau. further increase allowed; reduce where other loads govern. 3. Roof loads are 125% of floor loads unless limited by other criteria. 4. THAR/1_422 with 4-10d top nails and 2-10d face nails: When the hangerheightisbetween9'to 12', the allowable download is 1440lbs. for DFL and 1210 lbs. for SPF. No further increase allowed. 0. ror lop range installation on a nailer (see detail above), install joist nails straight by bending thedoublesheartabs. 6. For single 2x and 3x nailers, the following THA hangers can be installed using 10dxl %i top nails and2-16d face nails with reduced allowable loads as noted: THA418/THA422: 1415 lbs. for DFL, 1215lbs. for SPF; THA426: 2245 lbs. for DFL, 1930 lbs. for SPF. 7. Min. Top Flange refers to the minimum length of strap that must be field -formed over the header. 8. NAILS: 16d = 0.162' dia x 3'/F long, 16dx2'/z = 0.162' dia. x 2'/i long, 10d = 0.148' dia. x 3' long, 10dx11/z = 0.148' dia. x 1 /i long. See page 22-23 for othernail sizes and information. 89 C VALLEY.FRANtII G, SRACING. DETAIL., Lumber Size and Grade Minumum Requirements Rid a board._ 2k6 (min) 42 Souther i Pine or better, I 2xA 6 CKIN 6Rafterspins20'-fY` arless..- (A) 2xb SP 92, SPF t41/d2, OF k2 or better: t I TRUSS, el 21100 #2,SPF N y82, OF 92 or barter j i TRUSSUNDER VALLEY FRAMING Ruri? ns/LatarAi bracing .•2z65RF#2 hF #£2, OF #2 or better VALLEY R=AFTER,OR RIDGE''.. sleepers 2x(wtdth of rater seat cut}:SPF 43 or better" as tCRIPFLE 2' parallel 2x6 SPF x3: Cripoles 4 -0 -fqr 30 psf {TL} and-20 psf (TQ) Max. Cnpplesandsip<king_. 2x6 SPF 43 r o6tier 1 Truss Br ow".Sae dazign- Sourhern Pin, ematerial- - i Space the crippes for eachrow starting from the valleys or sleepers and working inward totheridge board so thatcripple locations :.are f. i staggerad betweenxows: 3 l r o•. c Ty pl , SECTION CUT PARALLEL TO VALLEY RAFTER 1IN i f., tA),(B) RAFTER m 3 i+'l 4' MAx tx'TYP 3 RIDGE BCiARD, .. COL,LAk BEAM, EVERY-THIP0PAfF:¢F RAFTERS f VALLE. ROOF PLANCelntec# ion Re uiremen# Motes 1. 2x6 rafters -to ridge 41`6d toe-nails91._-. i. SEE CRIPPLE, BRACN 3,, t2 Attachm achnnen can b'edirec'tly 2. Cripple to ridge 4 I6d toe -nails- :- BLOCKING NOTE made 3 r0 $< or or through plywood sheathing3. Cdppie to rafter" 4 lfid toe -nails , z Nei ht 9 Ci21PPLES ti'-a"MAX g" a 2"X6" notch in Sheathing 816d face-'nalt; pr Qf.',iaj(e,r '• SPACING 4'A":'TYPICAL 4'-0-TYPICAL - - g'-C"TYPICAL "" 4. Rafter to sleeper or blocking- 516d tee -nails IP-: i 3 {--i Rafter to two'2x6 sleepers 416d toe -nails, I{ s. Sleeper to truss 4 16d toe -nails: ' Two 2x6 sleepers to truss 316d toe-nailseach sleeper 3 truss z F s z 1 O 4 F B z O I B ILIIITE AS REQ'D"FOR PITCH'- 5. 7, Ridge board to roof block' 416d toe -nails: i Ridge board t0 truss: 4 16d toe -nails' c o a{ o tz Lc aa: 8. Purimto (Typ}:. 3 16d toe -nails 9. Truss to blocking- 4 16d toe-na,its .' s ) PL 10. Trussto cripple.'- 416d toe -nails 11. Truss to cripple 4 16d toe -nails• TYPICAL. COMMONS 2it4 Pudin 2<"'. O 21V SHEATH(N (tlesigred by:.others) 2x48LWKING. (Where nu shoathing applied)" - - 2x4 BI OCKWG 12. Cripple to purlin 316d toe-nads.' SPACED 2A" O.C. GENERALNOTES (NOT REQUIRED IF SLEEP£RS,ARE'USED) CRIPPLE BRACING BLOCKING NOTES13. Collar beam to rafter 4 16d toe-naits, o.e 1 ne rere ,: nN J'JS nrr ;n a0.a:..:? _ nl n1.,.J:: n,i b„ai1Y...a NOTE:16d(0.162"x3,5")CpMMONNAILS_ minimum of'8-8d (0. 1311"x2.S") common wire nails. Narrow'edge'of cripple tan face ridge or rafter,, Effects of not providing sheathing; betow'a-valley set as long as the proper number of nails are most be evaluated by.the buiidingfdesigner. installed into ridge board;' This drawing',applies.to valleys with the following conditions -install blocking under rafter it'sleepers are not used, Spans (distance between heels) 40% 0'' or less install blocking under cripples if cripples fall between lower truss, top chords_and lateral bracing !s not d., mu Maxim valley height 14'-0" use Apply, all nailing In accordance to current NOS requirements. Maximum mean roof height: 30feetNailsarescommonwirenailsunlessnosedotherwise'. I e r+ ASCE 7-05, 140 mph, Enclosed, Cat li Exp B,1=1 0 Kzt=1.0- - } 'T-- ar A Maximum of ASCE 7- 10, 180 mph, Enclosed, Exp-D„Kzt=1.. - wwNoam"0-KAD WAND Fn_LDv ALL fQiES°fN THIS ruVJa7 - - .. r"t - ,'i- i .> i ocaiTrxrd rtxatsRtuts Danvn+u mALL'CgNreACtORs INauDNc t E t}iSTALLI1tS`F (1 ?Cj$61 + (,,. 4UuC+ } u 9 REl t Al LL Trvx srs, xtrane <reYi tabreat -- rrgaar. tl tp, llll\_ pffotlP• tttsaPlMatCPticttP'e: nrlwee-ofnOnPfifktqSCSI e!A'aVpCtOart3. nIonnStt4aSe,MfrsSteyg9PLxi'1C1 , pIrn;osvtiadltl . CMapnTadPr1Yti+rrynndr_wS¢aCAR> t,ffplem8_ ttkr *• c (J}f!1 20T % 'DATt 20, } brxactlCT' U"Atls.> notedPttrMrtlst. tPpCFAr' tlSrxiUhave "_ .. _ Proptriy: attav,td ren ewal laa trtnp • s,+, u ' apF TIC, L', L. 0 Cl b 0 b R W G VACN V 1901015 r xhatl bout a p.VQ ntta<}Wf! 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ALraE ...niP.»t..<av Tfr....epnct.orp sacs +n.shd Wstnypqlco ....Kcsovcoy; SP 1NG SEE _aIJOVE, Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com istomer • vI Carpenter Contractors of America Job Number: N333522. lbDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 idress: I City, State, Zip: Name, Address and License # of Structural FOR if one exists for the building: Name: I License #. Address: City, State, Zip: State: v.., nyn.cc. n.y v.nc. .ca. sign Code: FBC 2014 RES View Version: 16.01.00.0420.20 JRef #: 1W6189750026 Ind Standard: ASCE 7-10 Wind Speed (mph): 150 Roof Load (pso: 20.00-17.00- 0.00- Floor Load (psf): None 10.00 This package contains a job notes page, 61 truss drawings and 0 details. Item Seal # Truss 1 339.17.1146.23433 Al 3 339.17.1146.25520 A3 5 339.17.1146.28547 A5G 7 339.17.1146.30380 G1 9 339.17.1146.32123 G3 11 339.17.1146.43183 FG1 13 339.17.1146.45207 D1 15 339.17.1146.47390 D3G 17 339.17.1146.49980 L2G 19 339.17.1147.01443 V3 21 339.17.1147.21330 V1 23 339.17.1147.24610 MV2 25 339.17.1147.26460 EJ7 27 339.17.1147.28183 EJ7A 29 339.17.1147.29530 EJ2 31 339.17.1147.33530 CJ5S 33 339.17.1147.35890 CJ3A 35 339.17.1147.37577 CJ1S Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 339.17.1146.24523 A2 4 339.17.1146.26297 A4 6 339.17.1146.29480 A5GA 8 339.17.1146.31313 G2 10 339.17.1146.33747 G4G 12 339.17.1146.44220 C1 G 14 339.17.1146.45940 D2 16 339.17.1146.48460 L1 18 339.17.1146.51717 H1G 20 339.17.1147.02397 V2 22 339.17.1147.23447 MG1 24 339.17.1147.25553 MV1 26 339.17.1147.27313 EJ74 28 339.17.1147.28747 EJ7S 30 339.17.1147.32683 CJ5A 32 339.17.1147.34213 CJ3S 34 339.17.1147.36633 CJ1A 36. 339.17.1147.38270 CJ5 4mtlrii lys i o. 648 `. f s ° ATE This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 12/05/2017 verified using the original electronic version. Printed 12/5/2017 11:57:33 AM ME= Cifn Infnrmnfinn• Customer, v• Carpenter Contractors of America Job Number- N333522 JobDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Address: I City, State, Zip: Item Seal # Truss 37 339.17.1147.38963 CJ54 39 339.17.1147.40417 CJ34 41 339.17.1147.41647 CJ14 43 339.17.1147.59770 HJ7A 45 339.17.1148.10500 HJ7S 47 339.17.1148.14170 FT1 49 339.17.1148.17930 FT1 G 51 339.17.1148.19680 FT2 53 339.17.1148.21607 FT3 55 339.17.1148.23243 FT4 57 339.17.1148.24783 FT6 59 339.17.1148.27247 FT7GE 61 339.17.1148.29957 FT10G Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item Seal # Truss 38 339.17.1147.39727 CJ3 40 339.17.1147.41060 CJ 1 42 339.17.1147.42290 HJ7 44 339.17.1148.04840 HJ74 46 339.17.1148.11850 HJ2 48 339.17.1148.15670 FT1A 50 339.17.1148.18640 FT1GE 52 339.17.1148.20560 FT2GE 54 339.17.1148.22387 FT3G 56 339.17.1148.23973 FT5 58 339.17.1148.25573 FT7 60 339.17.1148.28083 FTBG a J * r a TATE This document has been electronically signed andseated using a Digital Signature. Printed copies without an original signature must be 12/05/2017 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 12/5/2017 1 t57:34 AM Job Number: N333522 Ply: 1 SEQN: 22000 / T37 COMN Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 8 FROM: PFH DrwNo: 339.17.1146.23433 Truss Label: Al KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Tl0"14 T10"14 1' 10, 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.19 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :132 2x6 SP #2 N: Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/3012013by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 15, + 22' 1"2 7'1" 2 7'1'2 5X5 D 30' 10, 20' 10, 30' T10" 14 Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.126 H 999 360 B 1643 / 704 / 1025/ - / 287 / 4.0 Lu: NA Cs: NA VERT(TL): 0.360 H 995 240 F 1643 / 704 / 1025 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.046 H - - Wind reactions based on MWFRS HORZ(TL): 0.131 H B Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.9 Bldg Code: FBC 2014 RES Max TC CSI: 0.936 Bearings B & F are a rigid surface. TPI Std: 2007 Max BC CSI: 0.798 Rep Factors Used: Yes Max Web CSI: 0.668 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type( s): WAVE VIEW Ver: 16.01.00E.0420.20 B - C 1115 -2701 D - E 1140 -2425 C - D 1140 - 2423 E - F 1115 - 2702 0 e • ATE OF f •ifesesr• 0 278 t frr`5101VIAi. 12/05/ 2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - 1 2289 - 852 H - F 2291 - 852 I- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. C - 1 398 - 513 D - H 902 - 422 1 - D 900 -422 H - E 398 -513 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, 10111611111., as applicable. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW BuildinccL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the INrrW1a truss in conformance withANSI1TPI1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpproessiona. engineering responsibilittyv solely for the design shown. The sui ability Suite 150 and use of thisdrawingforanystructureisCresponsibilityofthebuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com; TPI: w Jpinst.or ; SBCA: www.sbcindusl .corn; ICC: wwwAccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22002 / T36 HIPS Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: RDG DrwNo: 339.17.1146.24523 Truss Label: A2 KM / DF 12/05/2017 67' 13' 17' 23'5" 30' 67' 6'5" '} 4 65, 6 7" 4X10 =5X8 D E co 39 1' 10, 10, 10, r 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1618 / 308 / 1030/ - / 254 / 4.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.127 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.369 1 970 240 G 1631 / 308 / 1030/ - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.053 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL 0.153 1 B Min Br Width Re 1.9gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 23.69 ftg Creep Factor: 1.5 G Min Brg Width Req = 1.9 Soffit: 0.00 TCDL: psf Bldg Code: FBC 2014 RES Max TC CSI: 0.841 Bearings B & G are a rigid surface. g g 5. 2 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.831 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yesp Max Web CSI: 0.258 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00E.0420.20 I B - C 1040 -2703 E - F 971 -2359WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set " 139" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 0 12/05/2017 0 C - D 970 - 2330 F - G 1039 - 2732 D-E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2309 - 796 I - G 2334 - 824 J-1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 302 -465 E - 1 678 -224 J - D 648 - 254 1 - F 301 - 464 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply, plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build inlg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the N R4:oMPANY truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpproessiona, engineerinq responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindust .com; ICC: www.iccsafe.og Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21908 / T35 HIPS Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: RDG DrwNo: 339.17.1146.25520 Truss Label: A3 KM / DF 12/05/2017 I] Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 5'7" 57„ 10, 10, Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 23.19 It TCDL: 42 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 5'S" 19' 8' SS00514 T2=SSOE514 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HIS, 18SS 30' 10, 20' Defi/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.124 1 999 360 VERT(TL): 0.365 1 979 240 HORZ(LL): 0.056 1 - - HORZ(TL): 0.165 1 Creep Factor: 1.5 Max TC CSI: 0.865 Max BC CSI: 0.839 Max Web CSI: 0.199 VIEW Ver: 16.01.00E.0420.20 0 278fstre&s NAB' 12/05/2017 24'5" 30' 5'S" 57' 10, 1' 30, Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1599 / 437 / 1029 / - / 220 / 4.0 G 1621 / 437 / 1029 / - /- / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Big Width Req = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1069 - 2660 E - F 972 - 2355 C - D 972 - 2301 F - G 1068 - 2711 D-E 933 -1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2273 - 829 1 - G 2318 - 856 J-1 1952 -635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 502 -134 E - 1 503 -123 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingpe.r BCSL Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattachedngidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, 1411141111.1, as applicable. Apply Oates to each faceof truss and position as shown above and on the Jolnf Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN W OMpAN truss in conformance with ANSIFI PI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover pae 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprolesslonarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this grawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21909 / T34 HIPS Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: RDG DrwNo: 339.17.1146.26297 Truss Label: A4 KM / DF 12105/201721' i4'1" 30' 6' 3'1" 4X6 = 4X4 = 4X6 D E F T6 12 z C4 24 o in g in H I A I sus 1 4X6( B2) = 5X8 = 5X8 4X6( B2) 30' 1' 10, 10, 10, 1' 10, 20' 30, Loading Criteria ( psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.124 E 999 360 g 1548 / 440 / 1022/ - / 187 / 4.0 13CLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.387 E 924 240 H 1548 / 440 / 1022/ - / - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS EXP: C HORZ (TL ) 0. 151 J Des Ld: 47.00 BMinBrWidthRe 1.8 g q Mean Height: 22.69 ft g NCBCLL: 10.00 Code / MiscCriteriaCreepFactor: 1.5 H Min Brg Width Req = 1.8 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.782 Soffit: 0.00 Bearings B & H are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.806 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.340 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type( s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00E.0420.20 B - C 1080 -2524 E - F 989 -2053 C - D 997 - 2199 F - G 997 - 2199 Lumber D - E 990 -2053 G - H 1079 -2524 Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Wedge 2x4 SP #3:: Rt Wedge 2x4 SP #3: B - K2147 -832 J - H 2147 -860 Lumber value set "136" uses design values K - J 2322 - 872 approved 1/3012013 by ALSC Maximum Web ForcesPer Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. D - K 626 -251 J - F 626 -251 r A o. 648 • i z + d 1 = a t E .q+ fff i + 4f ++ wivwaw• r t40 278f ff¢, Jsa tl Ak- 12/05/2017WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of functions. Installers BCSI (Building temporary Component Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these shallprovide BCSI. have structural sheathing and bottom chord shall have a bracing per Unless noted otherwise,top chord shallproperlyattachedattachedrigidceilingLocationsshownforpermanentlateralrestraint of webs shall have bracing installed per BCSI sections propperly B3, B7 or B10, as applicable. Apply pratestoeachface. of truss and positron as shown above and on the JoiniDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positrons. ALPINEAlpine, a division of ITW Bui ldi ncL Components Group Inc., shall not beresponsiblefor any deviation from this drawing,any failure truss in conformance with ANSI/TPI 1, orforhandlinshippingq, installation and bracing of,trussesA seal on this drawing or to build the PNn COMMNY cover pa a .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of puromesstonar engineeringresponsibilitysolelyforthedesignshown. this drawing for is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. The suitability Suite 150 and use of any structure per Orlando FL, 32837 For more information see this job's generalnotespageandthesewebsites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Job Number: N333522 Ply: 1 SEQN: 11237 / T25 SPEC Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH Dnallo: 339.17.1146.28547 Truss Label: A5G KM / DF 12/05/2017 7' 15' 23' 30' i 81 T 8, 7, SS0712 1113X8 ///8X10 C D T2 E T 12 6 a =5X5(C8) 1= 4X%C8) 6i6 Ar 1' 6'10"4 6' 10"4 SS1017 30' 8' 1"12 8'1"12 15' 23'1"12 6' 10"4 30' R T v 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.226 D 999 360 K 3881 / 2033 / - / - / - 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.693 D 514 240 F 2897 / 1290 / - / - / - 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.039 C - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL : 0.120 C K Min Br Width Re = 3.2 gq - NCBCLL: 00 Mean Height: 22.19 ft Code / Misc Criteria CreepFactor: 1.5 F Min Brg Width Req = 2.4 0. Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.928 Bearings K & F are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.571 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.655 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60. WAVE, 18SS VIEW Ver: 16.01.00E.0420.20 B - C 3760 -7769 D - E 4104 - 9211 C - D 4107 -9214 E - F 2436 -5479 Lumber Wind Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x8 SP Additional Notes Chords Tens.Comp. Chords Tens. Comp. 2400f- 2.OE: T3 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 -3260 1 - H 4825 -2129 Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3 :W2 2x4 SP #2 N: W4 2x4 SP 2400f-2.OE: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRI3 or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0 128x3" gun J - 1 6844 - 3259 H - F 4824 - 2124 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 945 - 80 D - 1 865 -1208 Cr - 1 2580 -929 1- E 4784 -2153 nails @ 6" oc. a Special Loads .i * ' Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) = s a TC: From 78 plf at -1.00 to 78 plf at 31.00 , * T Ese ! BC: From 20 plf at 0.00 to 20 plf at 30.00 t+, TC: 562 lb Conc. Load at 7.03 i`•`+ /C n T e# `Z TC: 250 lb Conc. Load at 9.06,11.06,13.06 r'. /+% C` e`*. 1JR\ V,•'!*: +'' BC: 574 lb Conc. Load at 7.03 BC: 136 lb Conc. Load at 9.06,11.06,13.06 f, ff r y BC: 1389 lb Conc. Load at 14.27 #i0 278 'fi$++attt5lltttusv 12/ 05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, as applicable. ApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Build ing Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANn COMPANY truss in conformance with ANSI rI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover. page Ability 2400 Lake OrangeDr. listing this drawing indicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The su,Ability Suite Lake and use of this drawing, for any structureis the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;. TPI: www.t instor ; SBCA: www.sbcindust .com; ]CC: w Jccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11241 / T62 HIPS JRef: 1W6189750026 FLORIDA TEEN BUILDERS 9A6/9A7,258SE RA01 Qty:1 FROM:RDG Cu.l..'R8975 DnvN: 339.17.1146.29480 Truss Label: A5GA KM / DF 12/05/2017 7' 15' 23' 30' T 8' 8' 7' 8X8 1114X6 8E8 C D T2 6T 12 T a) v a) W2 6X6(C3) 6X6 C3 B( F1sysABL201qG 1 5X5(C3) 1114X4 H 1014 1114X4 = 5X5(C3) 30, 1' 6'10"4 8'1"12 8'1"12 6'10"4 1' 6'10"4 15' 23'1"12 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.264 D 999 360 B 3660 / 1670 / - / - / - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.806 D 442 240 F 3652 11660 / - / - / - / 4.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 H - - Wind reactions based on MWFRS EXP: CDes40.00 HORZ L : 0.212 H B Min Br Width Regq Mean Height: 22.19 ftCLLd: gNCBCLL: 00 Code / Misc Criteria CreepFactor: 1.5 F Min Brg Width Req = - TCDL: 4.2 psf 0. Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.969 Bearings B & F are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.869 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ftP9 Rep Factors Used: Yes Max Web CSI: 0.535 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.01.00E.0420.20 B - C 3192 -7023 D - E 4029 -8777 C - D 4029 -8777 E - F 3170 -7004 Lumber Special Loads Value Set: 13B (Effective 6/1/2013) Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS: TC: From 78 plf at -1.00 to 78 plf at 7.00 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS TC: From 39 plf at 7.00 to 39 plf at 23.00 Webs 2x4 SP #3 :W2, W4 2x6 SP #2 N: TC: From 78 plf at 23.00 to 78 plf at 31.00 B - J 6179 - 2790 1 - H 6133 - 2770 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: BC: From 20 plf at 0.00 to 20 plf at 7.03 J - 1 6151 - 2790 H - F 6161 - 2770BC: From 10 plf at 7.03 to 10 pif at 22.97Lumbervalueset "1313" uses design values BC: From 20 plf at 22.97 to 20 plf at 30.00 approved 1/30/2013 by ALSC TC: 565 lb Conc. Load at 7.03 Maximum Web Forces Per Ply (Ibs) TC: 254 Ib Conc. Load at 9.06,11.06,13.06,15.00 Webs Tens.Comp. Webs Tens. Comp. Bracing TC: 250 Ib Conc. Load at 16.94,18.94,20.94 a) 1X4 #3SRB or better continuous lateral restraint TC: 562 lb Conc. Load at 22.97 J - C 685 0 1 - E 2896 -1378 to be equally spaced. Attach with (2) 8d Box or Gun BC: 579 lb Conc. Load at 7.03 C - 1 2877 -1356 E - H 678 0 nails(0.113"x2.5",min.). Restraint material to be BC: 137 lb Conc. Load at 9.06,11.06,13.06,15.00 D - 1 1058 -1584 supplied and attached at both ends to a suitable BC: 136 lb Conc. Load at 16.94,18.94,20.94 support by erection contractor. BC: 574 lb Conc. Load at 22.97 ttttil;ffft /49 a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab••,••* reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun r nails @ 6" oc. a ; Wind a.648r' " Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks: 0. 1 28"x3" A nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000, 1 12" 4 Rigid Surface G •. + +•s+ d 4, ++•#• 0R1V,•* ` 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. r, t•'• sarsa•G 1` U' Refer to drawing CNNAILSP1014 for more information. 0 278 • ttr gtt tREs44t11 12/05/2017 WARNING- READ AND FOLLOW ALL NOTES'ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSLUnlessnotedotherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperlyattachedriidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. App y plates to each face. oftruss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failurebracingthisdrawing to build the wnw:ouPnrvr truss in conformance with ANSI/TPI 1, or for handling shipping, installation and of.trussesA seal on or cover page .. 2400 Lake Orange Dr. Lakelistingthisdrawingindicatesacceptanceofpproessionaengineeringresponsibilitysolelyforthedesignshown. The sui abilityanduseofthisgnawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Suite For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: w .sbcindust com; ICC: wwwjccsafe.org Orlando FL, 32837 A Job Number: N333522 Ply: 1 SEQN: 21910 / T18 COMN Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 4 FROM: RDG DrwNo: 339.17.1146.30380 Truss Label: Gt KM / DF 12/05/2017 5'74 + 10,8„ 5'7"4 5012 4X8D 21'4" 15'8"12 21'4" 50"12 5'74 7'4"4 6'7"8 7'44 - 1 7'4"4 131112 21'4" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1126 / 323 / 775 / - / 201 / 8.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.049 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.153 H 999 240 F 1043 / 291 / 691 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.020 G - - Wind reactions based on MWFRS Des 4 EXP: C HORZ TL 0.062 G B Min Br Width Re 1.6gq Code / Misc Criteria. 00 NCBCLL: 10.00 Mean Height: 15.00 It Creep Factor: 1.5 Min Br9 Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 sf pBldg Code: FB.02014 RES Max TC CSI: 0.387 Bearings B & F are a rigid surface. ggLoad Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.680 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.210 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00E.0420.20 B - C 612 -1770 D - E 637 -1562 C - D 609 -1552 E - F 639 -1781 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 218 - 377 D - G 550 - 213 H - D 535 - 205 G - E 220 - 384 a xs , r ATE i', a Irf lr sl M 40278 rytgtttsetutttt r 12/ 05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the as my couPMY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation. and bracing oftrussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sur ability Suite 150 and use of this drawing, for any structure isthe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes pageand these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21912 / T16 COMN Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE,,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1146.31313 Truss Label: G2 KM / DF 12/05/2017 5'7"4 5'7"4 10,8" 15'8"12 6012 5'0"12 4X8D 21'4" 21'4" 5'7"4 7'4"4 67"8 TV4 1 J' 1' 7'4"4 13'11"12 21'4" Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1123 / 322 / 774 / - / 214 / 8.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.049 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.153 H 999 240 F 1123 / 322 / 774 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.020 H - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL 0.062 H B Min Brg Width Req = 1.6 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 1.5 F Min Br Width Re 1.69 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.370 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.670 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.205 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00E.0420.20 B - C 602 -1765 D - E 603 -1548 C - D 603 -1547 E - F 602 -1766 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. h s A' E # C St* "1 ®+ i{ {- , e g ,*gyp. 40278 12/05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1506 - 426 H - F 1506 - 452 I - H ` 1020 - 225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - I 217 - 376 D - H 537 - 207 I - D 536 - 207 H - E 217 - 376 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! . IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. A FJ Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the nry rtw:ouPrNr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e _ . 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) esslona. engineering responsibilittyv solely for the design shown. The suit9ability Suite Lake and use of this gnawing for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w Apinst.or ; SBCA: www.sbcindust .com; ICC: wwwjccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 21913 / T15 HIPS Cust: R8975 JRef: 1 W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1146.32123 Truss Label: G3 KM / DF 12/05/2017 9' + 124" + 21'4" 9. 3,4„ 9, 1 9'1"12 9'1"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: CDesLd: 47.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 6X8 =5X5 C T2 D Snow Criteria (Pg,Pfin PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 21'4" 2' 10" 11'11"12 DefI/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.029 G 999 360 VERT(TL): 0.090 G 999 240 HORZ(LL): 0.018 H - - HORZ(TL): 0.055 H Creep Factor: 1.5 Max TC CSI: 0.776 Max BC CSI: 0.886 Max Web CSI: 0.105 VIEW Ver: 16.01.00E.0420.20 e a S s ATE o p'tlV OR 40278 12/05/2017 9'4"4 21'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 323 1773 / - / 186 / 8.0 E 1123 / 323 1773 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 E Min Brg Width Req = 1.6 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 569 -1547 D - E 568 - 1542 C - D 603 -1263 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1257 - 351 G - E 1253 - 376 H - G 1261 - 352 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'rsafety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachedrig4idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the nN mvCOMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job'sgeneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22046 / T69 HIPS Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH DrwNo: 339.17.1146.33747 Truss Label: G4G KM / DF 12/05/2017 7' 144" 214" 7' 7,4„ 7' 6X6 T2 = 6XD6C6' 10"4 6' 10"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C DesLd: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x6 SP SS: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 21' 4" 3' 9"12 3'9"12 6'10"4 1 110' 8" 145"12 214" Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 2134 1617 / - / - / - / 8.0 Pf: NA Ce: NA VERT(LL): 0.094 H 999 360 Lu: NA Cs: NA VERT(TL): 0.297 H 849 240 E 2134 / 617 / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS HORZ( TL): 0.131 G Creep Factor: 1.5 B Min Brg Width Req = 2.5 E Min Big Width Req = 2.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.643 Bearings B & E are a rigid surface. TPI Std: 2007 Max BC CSI: 0.685 Bearings B & E require a seat plate. Rep Factors Used: No Max Web CSI: 0.265 Members not listed have forces less than 375# FT/ RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) PlateType(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00E.0420.20 B - C 1127 - 3930 D - E 1127 - 3930 WAVE C - D 935 - 3524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - 1 3427 - 964 H - G 3398 - 961 I - H 3398 - 961 G - E 3427 - 964 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 696 - 74 D - G 696 - 74 A s s iiTc TONALG o 40278d°`t"tvtarttatt 12/ 05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary cingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ach6d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to swings 160A-Z for standard plate positions. line, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the s.sin conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover patge . _ mgthisdrawing, indicates acceptance of prolesslonarr engineerinct responsibility solely for the design shown. The sus ability d use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsaf PA ALPINEol2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 2 SEQN. 22073 / T70 FLAT Cust: R8975 JRef: 1 W6189750026 FLORIDA TEEN BUILDERS ,9A619A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1146.43183 Truss Label: FG1 KM / OF 12/05/2017 2 Complete Trusses Required 1'10"155" 4'4"14 6'6"5 IH - I- 2'0"15 217` 4X10 5X10 --4X8 T1 A B C D P0110,11 8'6"12 10'4"5 12' 1 "11 14'5 14 166"l 1 18'6" 1 1 20'5" 1 5' 2'0„7 -- 1'9„9 1,9„9 r 2'4„1 r 2'0„2 I 11 6X12 =8X8 --4X10 =4X12 =6X6 =6X6 -5X10 E F G H I T3 J K W20 7 BL1 U T S R Q P B2 O N M 1114X6 —4A0 =8X1D =0A14t ) =4A0 IILA'i =OAO 1114Xb r T11"9 12'6"9 2'0"7 --II-- 2'07i 1'11"15-,I- 1'11"15I2'3"9 22-9 1'11"1 2'0"2 2'0"8 2'3"8 T i` T i T - -I- -I- -1 2' 0"7 4'0"14 6'0"13 8'0"12 10'4"5 12'6"14 14'5"141 1661 T 18'6"9' 20'10"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.178 O 844 360 V 2251 / 45 / - / 0 / - / 5.7 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.278 O 540 240 R 11451 / - / - / 1 / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.013 G - - L 4469 / - / - / - / - / 3.0 EXa H HORZ(TL) DesLd: 55.00 0.021 G V Min Brg Width Req = 1.5 Mean Height: NA ft Code / Misc Criteria Creep Factor: 1.5 R Min Brg Width Req = - NCBCLL: 0.00 P TCDL: NA psf L Min Brg Width Req = 1.9 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.773 Bearings V, R, & L are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.904 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.608 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. ' Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 Lumber Bearing Block(s) A - B 67 -542 G - H 0 - 3335 C - D 1883 - 92 H - 1 0 - 4553 Value Set: 13B (Effective 6/1/2013) Brg blocks: 0. 1 28"x3" nails D - E 5495 0 1-1 0 -4542 Top chord 2x6 SP SS :T1 2x6 SP 2400f-2.OE: brg x-loc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 T3 2x4 SP 2400f-2.OE. 2 8.124' 1 14" 18 Rigid Surface F - G 520 -22 Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE: Brg block to be same size and species as chord. Webs 2x4 SP #3 :W6, W7, W8, W12, W20 2x4 SP #2 N: Refer to drawing CNNAILSP1014 for more information. Maximum Bot Chord Forces Per Ply (Ibs) W92x6SP #2 N: W10, W19 2x4 SP 2400f-2.0E: Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values Truss must be installed as shown with top chord up. U - T 760 - 81 P - O 5186 0 approved 1/30/2013 by ALSC S - R 66 -2221 O - N 5186 0 R- Q 0- 8001 N- M 4542 0 Nailnote Q - P 3041 0 Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 2.75" o.c. Maximum Web Forces Per Ply (Ibs) BotChord: 1 Row @12.00" o.c. 1tlttff44)tft Webs Tens.Comp. Webs Tens. Comp. Webs : 1 Row @ 4" o.c. 4, Use equal spacing between rows and stagger nails pt hA - V 20 - 716 F - Q 0 - 689 in each row to avoid splitting. ( o 4y*"+ A - U 597 - 74 Q - G 0 - 3980 Plating Notes+* r U - B 49 -748 G - P 1010 0 V +: • B - T 47 - 621 P - H 0 - 2069 All plates are 4X4 except as noted. *e C - S 0 -2282 H - N 72 -714 1 plate(s) require special positioning. Refer to s S - D 1161 0 I - N 0 - 545 6413scaledplateplotdetailsforspecialpositioning ; : D - R 0 -3780 J - M 0 - 1163 requirements. R- E 0 -3463 M- K 4890 0 e LoadingE- Q 3925 0 K- L 0- 2346 sp Girder supports: i 30- 0-0 span to TC one face and S " 's t AT ; a , 2- 0-0 span to TC/BC split opposite face. T1 heTCofthis truss shall be braced with attachedIN he S4 spans at24" oc in lieu of structural sheathing.#0 278 jtltpriKAit4:1{ 11 12/05/ 2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rlpidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f7efer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the-FMC01MPMy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro)esslona engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL, 32837 For more informationseethisjob's general notespage and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org r Job Number: N333522 Ply: 1 SEQN: 11243 / T14 HIPS Cust: R8975 JRef: 1 W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH DrwNo: 339.17.1146.44220 Truss Label: C1G KM / DF 12/05/2017 1'10"8 1'10"8 12 6 o 4X86(B3) T6 A 64" 910"4 14'5"8 164" 4'5"8 3'6"4 47"4 + 1'1 0"8 4X4 8X 12 1112X4 = 8X 12 C D T2 E F 1112X4 2'0"4 4'3"1 2 1' 2'0"4 6'4" 8X10 =H1U14 16'4" 3'8" 10, 4X8(B3) G r., 1112X4 4'3"12 2'0"4 14'3"12 16'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf' NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 / 986 / - / - / - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.705 D 273 240 G 2106 / 805 / - / - / - / 4.0 Risk Category: IIBCDL: 10.00 Snow Duration: NA HORZ(LL): 0.032 C - - Wind reactions based on MWFRS EXP. C HORZ(TL 0.098 C B Min Br Width Re 2.5DesCLLd: 10. 00 Mean Height: 20.91 ft ) g q NCBCLL: 10.00 g Code / Misc Criteria Creep Factor: 1.5 G Min Brg Width Req = 2.5 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.797 Bearings B & G are a rigid surface. Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.919 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.365 Members not listed have forces less than 375# 9 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/l0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.01.00E.0420.20 B - C 1506 -3622 E - F 3151 -7916 C - D 3115 - 7698 F - G 1524 - 3893 Lumber D - E 3114 -7698 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W2, W6 2x4 SP 2400f-2.OE: Lumber value set "1313" uses design values B - K 3182 -1311 I - H 3467 -1350 approved 1/30/2013 by ALSC K - J 3213 -1302 H - G 3423 -1353 J-1 8001 -3239 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs) TC: From 78 plf at -1.00 to 78 plf at 16.33 Webs Tens.Comp. Webs Tens. Comp. BC: From 20 plf at 0.00 to 20 plf at 16.33 TC: 66 lb Conc. Load at 1.91,14.44 C - J 4616 -1865 I - F 4588 -1857 TC: 47 lb Conc. Load at 3.94, 5.94, 7.94, 8.40 D - J 349 - 380 10.40,12.40 Oi fl10BC: 51 lb Conc. Load at 1.09 flJddjd dBC: 37 lb Conc. Load at 1.91,14.44` ddry BC: 148 lb Conc. Load at 3.09 aa• a a*tea#. BC: 33 lb Conc. Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40' s°-' BC: 246 lb Conc. Load at 5.09 ° BC: 347 lb Conc. Load at 7.06, 9.06,11.06,13.06 I ' s8 3Wind s • Wind loads and reactions based on MWFRS. ° a Additional Notes s+ ' WIND LOAD CASE MODIFIED! j° ea x4 dl, h •ea yrs• Xy'f`fddryVV40278ktt fYEA- 1t' 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fo'rsafety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face oftrussand as shown above and on the JoiniDetails, unless noted otherwise. Refer to 4161111. position drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinc Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in conformancewithANSI1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover page , , for the designThesuiabilitywmacouaw 2400LakeOrange Dr. listing this drawingindicatesacceptanceofproTesslonaJrengineeringresponsibilitysolelyshown. of this gnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 and use Formoreinformation see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ]CC: wwwJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21918 / T48 COMN Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 3 FROM: RDG DrwNo: 339.17.1146.45207 Truss Label: D1 KM / DF 12/05/2017 v 66 7-10" + 168" 7' 10" 7' 10" H0510 C 4X4(B1) 11ZA4 15'8" 1, T T10" 7'10" Tl 0" 15'8" Loading Criteria (psf) TCLL: 20.00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc Udell U# Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W g 849 / 240 / 579 / - / 153 / 4.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.010 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 E 999 240 D 765 / 210 / 494 / - / - / - BCDL: 10.00 Des CLLd: 40.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " P 9 Risk Category: II EXP: C Mean Height: 22.40 ftg TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft Snow Duration: NA HORZ(LL): 0.010 E - - HORZ(TL 0.025 E Creep Factor: 1.5 Max TC CSI: 0.878 Max BC CSI: 0.736 Max Web CSI: 0.134 Wind reactions based on MWFRS B Min BigWidth Re 1.5q - D Min Brg Width Req = Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Code / Misc Criteria BldgCode: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE, HS B - C 448 -1063 C - D 464 -1061VIEWVer: 16.01.00E.0420.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. e J /* a° ATE 41j a,aMs 0 278 r``dj+aztnar at`1° 12/05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 WARNING** READAND FOLLOWALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. f efer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW BuildincL Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY truss in conformance with ANSI TPI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover paga .. 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpprooesslona9engineeringresponsibilitysolelyforthedesignshown. The su,Pabllity Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w ,iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 21919 / T47 COMN Cusl: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DnvNo: 339.17.1146.45940 Truss Label: D2 KM / OF 12/05/2017 7'10" 15'8" 7-10" 7'10" H0510 C 15,8" 7' 10" 7' 10" 7'10" 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.011 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.010 E - - Des 4 EXP: C HORZ TL 0.025 E Code / Misc CriteriaNCBCLL: 10. 00 Mean Height: 22.40 ft Creep Factor: 1.500 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.878 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.736 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.134 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00E.0420.20WindDuration: 1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 4 A r« tr q. 4,* r*J/ (/'^'gyp {J1 t+\' 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 361 / 579 / - / 153 / 4.0 D 765/315 /494 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 448 -1063 C - D 464 -1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fo'rsafety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Appfy plates to each face, ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. A N Alpine, a division of ITW Bui ldi nQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN PV COMPANYtrussin conformance with ANSI TPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover paqe , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro) esslona9 engineering responsibility solely for the design shown. The su,Pablllty Suite Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t insl.org; SBCA: www.sbcindustryxom; IM w Jccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11239 / T46 HIPS Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1146.47390 Truss Label: D3G KM / OF 12/05/2017 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 22.19 It NCBCLL: 0.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N :T1 2x4 SP #1: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 7' 7' 7'1"12 7'1"12 8'8" 1'8" 4X6 4X6 C D Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 15'8" 1'4"8 8'6"4 15'8" 7' 7'1"12 15'8" 1 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.049 G 999 360 B 1445 / 616 /- VERT(TL): 0.154 G 999 240 E 1445 / 617 /- HORZ(LL): 0.018 G - - Wind reactions based on MWFRS HORZ(TL): 0.058 G B Min Brg Width Reg = 1.5 Creep Factor: 1.5 E Min Brg Width Reg = 1.5 Max TC CSI: 0.887 Bearings B & E are a rigid surface. Max BC CSI 0 392 W 4.0 4.0 Max Web CSI: 0.252 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 16.01.00E.0420.20 B - C 962 -2271 D - E 962 -2271 C - D 792 -1936 j E .f r Rr J1 AT.• rbrrr sarrrs 1fIfOf 4027 h,,tf%1I- 12/05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1910 - 785 G - E 1911 - 785 H - G 1936 - 792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 660 -194 G - D 645 -186 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinfqinstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the namv:o,Ncn ry truss in conformance with ANSI/l PI 1, or for handling shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite Lake and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitwxom; TPI: www.t inst.or ; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21917 / T26 HIPM Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG Dnallo: 339.17.1146.48460 Truss Label: L1 KM / DF 12/05/2017 9' 14'0"8 1 15' 9' 5'0"8 11 06X8 T2 =4X4DC 2X4(A1) — ^' 1113X6 15' 9'3"8 4'10"12 1 9'3"8 14'2"4 15-1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 772 / 221 / 568 / - / 127 / 8.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.055 G 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0,167 G 999 240 E 740 / 213 / 451 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 G - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ TL 0.066 G B Min Br Width Re 1.5gq Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 ftg Creep Factor: 1.5p E Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.937 Bearings B & F are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.899 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.393 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00E.0420.20WindDuration: 1.60 WAVE B - C 390 -1053 C - D 416 - 886 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :72 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-G 917 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 1031 - 482 D - F 337 - 662 r 4 # r+ , N r sQ i y s POST * R V+yi+6• j 1#2fnVjUX15V# 12/05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Zforstandardplatepositions. ALPINE Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss In conformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover patge , , for the designThesuiabilityANW:OWANY Lake 2400 Lake OrangeDr. listing this drawingindicatesacceptanceofrolesslonafengineeringresponsibilitysolelyshown. and use of this drawing for any structure is tphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11177 / T75 HIPM Cust; R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 1 FROM: RDG DrwNo: 339.17.1146.49980 Truss Label: L2G KM / DF 12/05/2017 I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 10'8" 14' T, 15, 7' 3,8" 3,4" 1' 4X10 1112X4 T2 =4X8ECD 15' 7'1"12 3'6"4 3'6"4 J 7'1"12 + 10'8" r 14'2"4 9.1 15' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1283 / 394 / - / - / - / 8.0Pf: NA Ce: NA VERT(LL): 0.060 1 999 360 Lu: NA Cs: NA VERT(TL): 0.184 I 925 240 F 1614 / 472 / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS HORZ(TL): 0.049 G Creep Factor: 1.5 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.9Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Max TC CSI: 0.730 Max BC CSI: 0.642 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Rep Factors Used: No Max Web CSI: 0.855 Members not listed have forces less than 375# FT/RT:20(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00E.0420.20 B - C 828 - 2782 D - E 557 -1901 WAVE C - D 557 -1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 2572 -750 1- H 2619 -757 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 775 -111 H - E 2245 - 657 C - H 238 - 855 E - G 483 - 1472 D - H 326 - 637 I 4 • 9 $ ATE ( •'t' s t /gyp 'Q A' dji •wse °rsra `P uZUe+nswguilta 12/05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) foF safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperlyattachedri41dceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracingc installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face, oftrussand position as shown above and on the Jolni Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN Or COMPANY truss in conformance with ANS11 PI 1, or for handlin4, shippingq, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprog'essronar engineering responsibility solely for the design shown. The sui ability Suite 150 anduseofthisdrawingforanystructureisfheresponsibilityofthebuildingDesignerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinsl.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11179 / T23 HIPM Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1146.51717 Truss Label: H1G KM / DF 12/05/2017 7' + 10'107 7' 3' 10"7 4X6 T2 1112X44 C Li 12 6 ih M v B 4433 A F E 1 T511 3'4"13 i 7'1"12 T811 7'1"12 10107 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U 1 Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.020 F 999 360 B 572 / 198 / - / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.062 F 999 240 F 995 / 224 / - ! - / - / 11.3 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.012 F - - E 611 ! 207 / - / - / - / 5.7 EXP: C Des Ld: 47.00 HORZ(TL) 0.039 F Wind reactions based on MWFRS Mean Height: 15.00 It NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 1.5 B Min Br Width Re 1.59q TCDL: 4.2 psfSoffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.805g F Min Brg Width Req = 1.5 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.681 E Min Brg Width Req = 1.5 Bearings B, F, & E are a rigid surface. Spacing: 24.0" C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.181 Bearings B & F require a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00E.0420.20 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 13B (Effective 6/1/2013) B - C 179 -449 Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. 1iflf6tilttr,r Wind j Pr4 Ind loads based on S. g;7 Right end verticalnotexposed o wind essure.°°•f°. p P P S i 7.,+. ,.,.... a r,./+ +* ace## np yds s+`d? 12/ 05/2017 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fo'rsafety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingpinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,w;o,M — truss inconformance with ANSI PI 1, or for handling, shlppinqq, installation and bracing of,trussesA seal on this drawing or cover pa e . , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesignshown. The suiPability Suite 150 and use ofthisdrawing, for anystructure is pro responsibility of theBuilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 22120 / T53 VAL Cust: R8975 JRef: 1 W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH DrwNo: 339.17.1147.01443 Truss Label: V3 KM / DF 12/05/2017 T 11"4 i 1'10"8 6' 1' 10"8 4' 1 "8 12 6 4X4 nvninIN B 10' 1 "8 12' 4' 1 "8 1' 10"8 4X4 1112X4 - 4X4(D 1) C D III 2X4 1112X4 1112X4 12' 6' 6' Ir° 6' _ + 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W 1* 98 / 31 / 54 /- / 2 / 144TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.001 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 H 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 F - - I Min Brg Width Reg = - Des Ld: 47.00 EXP: C HORZ 0 001 FTL- Bearing A is a rigid surface. Code / Misc CriteriaNCBCLL: 00 Mean Height: 22.39 ft Creep Factor: 1.5 Soffit: 000 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0337 Members not listed have forces less than 375# Load Duration: 1.25 BCDL: 5.0 sf pMWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.117 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.074 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) C - G 248 -400 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00E.0420.20 WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . i A+ ) R ' t i I artier•+ r+"e 40278 kDNALt 12/ 05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 610, as applicable. Applyplatestoeachface, of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Build incL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MRW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shippingct, installation and bracing of trussesA seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpro)'essionar engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: w Jccsafe.org Odando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22119 / T44 VAL Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH DrwNo: 339.17.1147.02397 Truss Label: V2 KM / OF 12/05/2017 110"8 6-1 "8 8' 1'10"8 4'3" 111018 12 6 ; 4X6 =4X6 A4X4(D1) B C=4X4(D1) D Lj Li G F E 1112X4 1112X4 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.39 ft Snow Criteria (Pg,Pfin PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 8' 8' 8' Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.001 F 999 360 VERT(TL): 0.002 F 999 240 HORZ(LL): -0.000 E - - HORZ(TL):-0.001 E Creep Factor: 1.5 Max TC CSI: 0.463 Max BC CSI: 0.117 Max Web CSI: 0.058 VIEW Ver: 16.01.00E.0420.20 ATE 0t' 0 0 278 12/05/2017 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G` 97 / 26 / 53 /- / 2 / 96.0 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedripldceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply Oates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the _ rwco~ truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover paqe 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessrona, engineering responsibility solely for the design shown. The suitability Suite t50 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For moreinformation see this job's general notes page and these websites: ALPINE: www.alineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22118 / T56 VAL Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH DrwNo: 339.17.1147.21330 Truss Label: Vt KM / DF 12105/2017 LoadingCriteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47. 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1. 25 Spacing: 24.0 " 1'10"8 4' 1110,18 2' 1 "8 2 12 1 6 2 a 5. 62 4X4-4X4(D1) T A 4X4( D1) B C v D WindCriteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24. 39 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "' I 3B" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg, Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20( 0)/10(0) Plate Type(s): WAVE 4' 4' 4' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0. 005 999 360 VERT(TL): 0. 014 999 240 HORZ(LL): -0. 002 - - HORZ(TL): -0. 005 Creep Factor: 1. 5 Max TC CSI: 0.097 Max BC CSI: 0.141 Max Web CSI: 0.000 VIEW Ver: 16. 01.00E.0420.20 s + ATE 41w 0 27srWurrrMtattkus 12/ 05/2017 Maximum Reactions (lbs), or *=PLF Loc R /U / Rw /Rh /RL /W D* 97 /11 / 50 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unlessnoteddtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[perly attached rigid ceiling Locationsshownforpermanentlateralrestraintofwebsshallhavebracing9installedperBCSIsectionsB3, B7 or B10, as applicable. Apply plates toeachface, oftrussand position as shown above and on the JoincDetails, unless noted otherwise. kefer to drawings 16OA-Z for standard platepositions. Alpine. a division of ITW Buildinq Components Group Inc.. shall not be. responsible for any deviation from this drawing,any failure to build the I r1 i, or ror nanounq, snipping, Insc acceptance of pro esslona eng anystructureistheresponsibilityral notes page and these web sites: ALPINE: on this drawing or cover pa e 1e design shown. The suitability TPI1Sec.2. ALPINE ANrTWCOMPANY2400Lake Orange Dr. Suite150 Orlando FL, 32837 l • . Job Number: N333522 Ply: 1 SEQN: 22010 / T41 MONO Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1147.23447 Truss Label: MG1 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4, T 6"6 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 22.44 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 765 lb Conc. Load at 1.40, 3.40, 5.40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 4'10" 4' 10" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' 2,2„ 7' axa B Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.012 D 999 360 VERT(TL): 0.036 D 999 240 HORZ(LL): -0.009 D - - HORZ(TL): 0.027 D Creep Factor: 1.5 Max TC CSI: 0.773 Max BC CSI: 0.586 Max Web CSI: 0.783 VIEW Ver: 16.01.00E.0420.20 RE r 4 1 0 278 'turter$eiutt 4 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1521 /499 /- /- /- /4.0 C 1389 /460/- Wind reactions based on MWFRS A Min Brg Width Reg = 1.8 C Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 433 -1319 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1070 - 312 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 2057 - 589 B - C 503 -1470 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperlyattachedrIidceillnLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 810, as applicabgle. App y plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the-PrWCO~ truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro7esslonaJr engineering responsibility solely for the design shown. The suI ability Suite Lake and use of this drawing for any structure is Elie responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page andthese web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsa e.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22117 / T12 VAL Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: PFH DrwNo: 339.17.1147.24610 Truss Label: MV2 KM / DF 12/05/2017 3'6"12 4' 3'612 5 12 1112XR C I N DF E 1113X6 3'6"12 5"4i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W F* 97 / 33 / 67 /- / 21 / 48.0 Wind reactions based on MWFRS TCDL: 17.00 BCLL: 0.00 Speed: 150 mph Enclosure: Closed Pf: NA Ce: NA Lu: NA Cs: NA VERT(LL): NA VERT TL : NA BCDL: 10.00 Des 4 NCBCLL: 10. 00 . 00 Soffit: 0.00 Load Duration: 1.25 Risk Category: II EXP. C Mean Height: 22.56 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 Snow Duration: NA HORZ(LL): 0.004E - - HORZ TL 0.011 E Creep Factor: 1.5 Max TC CSI: 0.198 Max BC CSI: 0.164 F Min Brg Width Req = - BearingA is rigid surface. a g Members not listed have forces less than 375# Misc Criteria BldgCode: FBC 2014 RES TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used. Yes Max Web CSI: 0.083 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00E.0420.20WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . y V YM. v i 1 TATE OF I NZ40278 ""t rrtnsrtat w` 12/05/20i 7 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperlyattachedrigidcei!Ing Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Appfy plates to each face of truss and as shown above and on the Joint9Details, unless noted otherwise. f7efer topositiondrawings160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build incLQ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pae listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The suitability IN col~ Lake2400Lake Orange Dr. and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150Suite For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insl.or ; SBCA: www.sbcindust .com; ICC: wwwjccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22116 / T11 VAL Cust: R8975 JRef: IW6189750026 FLOR10A TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: PFH DrwNo: 339.17.1147.25553 Truss Label: MV1 KM / DF 12/05/2017 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. CDesLd: 47.00 Mean Height: 23.06 ft NCBCLL: 10.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 12 6 B 2' 2' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefI/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.007 B 999 360 VERT(TL): 0.022 B 999 240 HORZ(LL): 0.003 B - - HORZ(TL): 0.009 B Creep Factor: 1.5 Max TC CSI: 0.057 Max BC CSI: 0.132 Max Web CSI: 0.000 VIEW Ver: 16.01.00E-0420.20 a ° ATE e'',.. • fit 0RVP t• ' VCW 40278 12/05/2017 Maximum Reactions (lbs), or"=PLF Loc R /U /Rw /Rh /RL /W D' 97 /16 /60 /- /12 /24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigidceilingLocationsshownfor _permanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3, B7 or 610, asapplicable. Apply plates to each face, otruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq_ Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the rN mN:on Pu truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprofesslonarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .com; ICC: wwwkcsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21921 / T22 EJAC Cusl: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 7 FROM: RDG DrwNo: 339.17.1147.26460 Truss Label: EJ7 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " INC Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N) Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' 7, DeFl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 D HORZ(TL): 0.051 D Creep Factor: 1.5 Max TC CSI: 0.956 Max BC CSI: 0.602 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 x ATE S/pNA0278 "++ttaaasattw li' 12/05/2017 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 / 94 / 349 / - / 152 / 8.0 D 136 /13 /106 /- /- /1.5 C 237 /113 /153 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safPety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JoiniDetails, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the truss inconformancewithANSIrTPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro-fessionaf! engineeringresponsibility solely for the design shown. The sui ability Suite Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.150 For more information see this job'sgeneralnotes page and these websites: ALPINE: w .al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.orq Orlando FL, 32837 a • 1 Job Number: N333522 Ply: 1 SEQN: 21911 / T29 EJAC Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 4 FROM: RDG DnvNo: 339.17.1147.27313 Truss Label: EJ74 KM / DF 12/05/2017 C 12 4 LO CV B CV V_ A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: CDesLd: 47.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. r Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.017 D HORZ(TL): 0.052 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.898 TPI Std: 2007 Max BC CSI: 0.590 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 16.01.00E.0420.20WAVE 0 ts '0 :, ATE OF;' 4`41, 40278 ` r,,fsS/0 Ai- iy:ttttnrttrlttW t` 12/ 05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL W B 426 /115 /329 /- /101 8.0 D 134 /12 /103 /- /- 1.5 C 228 / 97 / 132 / - / - 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, 1-411611161 as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint Details, unless noted otherwise. fZefer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW Buildin+gComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the N Co~ truss in conformancewithANSIPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e .. 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpro) esslona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.Iccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21920 / T40 EJAC Cust R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 City: 10 FROM: RDG DrwNo: 339.17.1147.28183 Truss Label: EJ7A KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.19 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7, Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.014 C HORZ(TL): 0.036 D Creep Factor: 1.5 Max TC CSI: 0.750 Max BC CSI: 0.596 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 gyp•` p' .+' \V. iIV—TV } i • a ATE r 40278 fr®` gsS/0NA` - 4 ` 12/05/2017 C 0 V Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 / - / 200 / 4.0 D 136 /14 /104 /- /- /1.5 C 250 / 170 / 150 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply plates to each face. oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the PN COMPANY truss inconformancewithANSIIPl1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability and useofthisgnawingforanystructureispe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 1= Job Number: N333522 Ply: 1 SEQN: 21922 / T68 EJAC Cusl: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 5 FROM: RDG DrwNo: 339.17.1147.28747 Truss Label: EPS KM / DF 12/05/2017 4X4(B1) Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 22.44 ft NCBCLL: 10.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE rl 7' 7' Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.015 B HORZ(TL): 0.039 C Creep Factor: 1.5 Max TC CSI: 0.777 Max BC CSI: 0.606 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 ATE C 1k 0 278 12/05/2017 B C SO 0 v Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 /93 /255 /- /176 /- C 137 /16 /107 /- /- /1.5 B 254 / 174 / 154 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safely practices prior to performing these functions. Installers shall provide temporarybracingperBCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrIidceillnLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10, as applicable. Applgy plates to each face. oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the v oHPrH truss in conformance with ANSIrf PI 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawing or cover page , _ 240o Lake Orange Dr. listing thisdrawingindicatesacceptanceofproesslona, engineering responsibility solely for the design shown. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's generalnotes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21923 / T54 EJAC Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 8 FROM: RDG DrwNo: 339.17.1147.29530 Truss Label: EJ2 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T F Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.91 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. 12 C 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE Is T 0 T_ Ln V 10"8 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 C HORZ(TL):-0.001 C Creep Factor: 1.5 Max TC CSI: 0.183 Max BC CSI: 0.031 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 ja ° a ANTE ,• r Vim! - 90 278'`/jyrs M- `vo 12/05/2017 co d Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 /- /68 /4.0 D 33 /3 /27 /- /- /1.5 C 47 /36 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) to'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or 910 as applicable. Apply Oates to each face. of truss and position as shown above and on the Joint -Details, unless noted otherwise. Defer toy ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the _FrWCo.MWtrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineerinq responsibilittyv solely for the design shown. The suitability Suite 150anduseofthisdrawing, for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. Formore information see thisjob's general notes page and thesewebsites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11233 / T28 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 9 FROM: HMT DrwNo: 339.17.1147.32683 Truss Label: CJ5A KM / DF 12/05/2017 Y6"6 J_ 1' 4'11"4 T 4' 11 "4 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Ld: 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II CEXPDesMeanHeight: 21.67 ItMean TCDL: 4.2 psf Snow Criteria (Pg,Pfin PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. C M Cl) Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): NA B 334 / 107 / 272 / - / 145 / 4.0 VERT(TL): NA D 96 / 10 / 73 / - / - / 1.5 HORZ(LL): -0.006 C C 171 / 116 / 102 / - / - / 1.5 HORZ(TL): 0.013 D Wind reactions based on MWFRS Creep Factor: 1.5 B Min Brg Width Req = 1.5 Max TC CSI: 0.475 D Min Brg Width Req = - Max BC CSI: 0.298 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface. VIEW Ver: 16.01.00E.0420.20 r/ f/ aa ATE ,• Ct~ 3R,, •,+,, ORS ,..,•('.`aA 0 278'''s/PySSi tM p- 1 12/05/2017 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions: Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedriqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsections63, B7 or 910, as applicable. Apply Oates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN my cOMPMY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suit-ablllty Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per`ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbandust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11229 / T45 JACK Cust: R8975 JRef: 1 W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAOI Qty: 1 FROM: RDG DrwNo: 339.17.1147.33530 Truss Label: CJ5S KM / OF 12/O5/2017 76"6 i 4X4(B1) Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.92 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc CriteriaTCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. f C 4'11'A 4'11'A I Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.007 B HORZ(TL): 0.016 C Creep Factor: 1.5 Max TC CSI: 0.509 Max BC CSI: 0.308 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 s • ATE ee • I fig •i e. OR\pP•• ; 0 0 278''OygsSl 12/05/2017 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W A 246 162 / 180 1- / 121 / - C 97 Ill /76 /- /- /1.5 B 177 /120 /108 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'rsafety practices prior to performing these functions: Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the Mnw WrMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page. . 240o Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbdndust .com; ICC: wJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: i SEQN: 11227 / T19 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1147.34213 Truss Label: CJ3S KM / DF 12/05/2017 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T 6"6 i Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4X4(B1) 12 B 2' 11 "4 2' 11 "4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.002 B HORZ(TL): 0.003 C Creep Factor: 1.5 Max TC CSI: 0.283 Max BC CSI: 0.111 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 a VATE ;• ; 02785111% aYR°lIL- 12/05/2017 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 148 / 34 / 108 / - / 70 / - C 57 /6 /44 /- I- /1.5 B 106 /72 /64 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceillnLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsections83, B7 or B10, as applicable. Applgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f7efer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of thisdrawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w .t inst.or ; SBCA: w .sbcindus .com; ICC: w Jccsafeorg Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 11231 / T27 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 9 FROM: HMT DnwNo: 339.17.1147,35890 Truss Label: CJ3A KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C 12 6 N B ch N A D Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 21.17 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4X4(B1) Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 2' 11 "4 2' 11 "4 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.001 C HORZ(TL): 0.002 D Creep Factor: 1.5 Max TC CSI: 0.253 Max BC CSI: 0.096 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 e t e s ATEE • 4 fff • 1 4 e G. A j / p(\V a rf eeeesee• 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 / 81 / 207 / - / 94 / 4.0 D 55 /3 /42 /- /- /1.5 C 94 /65 /52 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigjdceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 67 or B10, asapplicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuiIdincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µn,h,,n,N„, truss in conformance with ANSI/TPI 1, or for handling, shipping, installatidn and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of ro esslona engineering responsibility solely for the design shown. The suifabllrty Suite 150 anduseofthisr7awingforanystructureistpheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job'sgeneral notes page and these websites: ALPINE: www.alineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11235 / T52 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 13 FROM: HMT DrwNo: 339.17.1147.36633 Truss Label: CJ1A KM / DF 12/05/2017 T 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: CDesLd: 47.00 Mean Height: 20.67 ft NCBCLL: 10.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 6 C B D 4X4(B1) 11,14 1' aTe e 11 4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 C HORZ(TL):-0.001 C Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 TPI Std: 2007 Max BC CSI: 0.020 Rep Factors Used: Yes Max Web CS 1: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 V qVY. Ifl 0 1"l s s 0 Jj) s' • ". . w + s + mowA 40278 12/05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (BuildingInstallersshallprovidetemporary bottom chord shall have a propperlyperBCSIsectionsB3, B7 or B10, unless not otherwise. kefer to co A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 182 / 72 / 173 /- / 45 / 4.0 D 12 /6 /13 /- /- /1.5 C -12 /27 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# ine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thesinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pagge , ing this drawing, indicates acceptance of pro) esslona engineering responsibility solely for the design shown. The suiTabilityiuseofthisdawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsaf AN m4,OMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11225 / T50 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 1 FROM: HMT DrwNo: 339.17.1147.37577 Truss Label: CJ1S KM / DF 12/05/2017 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 C Des Ld: 47.00 MeaMean Height: 20.92 It NCBCLL: 10.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Botchord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 6 4X4(B1) C 114 " FB ®i11 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): NA A 51 / 6 / 36 / - / 21 / - Lu: NA Cs NA VERT(TL): NA C 17 / 2 / 13 / - !- / 1.5 Snow Duration: NA HORZ(LL): -0.000 B B 32 / 24 / 20 / - / - / 1.5 HORZ(TL):-0.000 B Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 1.5 A Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.027 C Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.007 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 0 0 ss _',TM 9 E OF jpy'jiy sf3»fiM . yI[e 0 278 "7Y // NA`k 12/05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildingr_ponent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarywingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 137 or B10, 3pplicab-le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to Nings 160A-Z for standard plate positions. a division of more n PI 1, or for n acceptance any structure from this drawing,any, failure to build the seal on this drawirig or cover pa e , . ANSthe deSec shown. The su,Pabdrty ALPINE P m COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 y t Job Number: N333522 Ply: 1 SEQN: 11175 / T32 JACK Cust R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 6 FROM: HMT DrwNo: 339.17.1147.38270 Truss Label: CJ5 KM / DF 12/05/2017 C 12 6 M 9 N Cl) B M A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psfSoffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4'11"4 411 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.005 D HORZ(TL): 0.016 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.422 TPI Std: 2007 Max BC CSI: 0.287 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 16.01.00E.0420.20WAVE g y f ns 5i ! E 0278tYA' 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 338 / 76 / 277 / - / 112 / 8.0 D 94 /8 /71 /- /- /1.5 C 163 /78 /103 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigpidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable. Applgy plates to each face, ofPtruss and position as shown above and on the Joinf9Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the PN[iW COMPANY truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pane , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpproessiona, engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing, forany structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w Jpinst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11165 / T66 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 2 FROM: RDG DnwNo: 339.17.1147.38963 Truss Label CJ54 KM / OF 12/O5/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 3 17 C 1i 4'11"4 4' 11 "4 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0.131"x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): NA VERT( TL): NA HORZ( LL): 0.006 D HORZ( TL): 0.017 D Creep Factor: 1.5 Max TC CSI: 0.391 Max BC CSI: 0.278 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 a' V v, uv-av AJJ ra y a Iw s aaa TE a is as a+ yi aLyasAf rw> 1e o 0278 f# jliit t! fYQ 1' ,%o 12/ 05/ 2017 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W B 330 / 92 / 261 / - / 75 / 8.0 D 93 / 8 /70 I- I- /1.5 C 156 / 66 / 89 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an ct SBCA) fo'r safetypractices prior to performing these functions. Installers shall provide temporary bracing perBCSI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face, oftrussand position as shown above and on the Jomt Details, unless noted otherwise. Refer to ALPINE drawings 160A-Zforstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the N W'OMPAW truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of_trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofppromessionarrengineerinclresponsibilitysolelyforthedesignshown. The sui ability Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w Apinst.or ; SBCA: www.sbcindustr .corn; ICC: ww .iccsare.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11173 / T58 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 6 FROM: HMT DrwNo: 339.17.1147.39727 Truss Label: CJ3 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4 ` C 2' 11 "4 2'11'A Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 1.5 Max TC CSI: 0.180 Max BC CSI: 0.091 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 a • 14, y 40 278 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 248 /61 /212 /- /74 /8.0 D 52 /4 /41 /- /- / 1.5 C 87 /43 /52 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'rsafety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedriqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, asapplicable. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE N drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the -N :ONPMY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproBessionaengineeringresponsibilitysolelyforthedesignshown. The sur ability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 11167 / T67 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: RDG DrwNo: 339.17.1147.40417 Truss Label: CJ34 KM / OF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0,131"x3.0", min. toe -nails at bottom chord. 12 4 C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 2' 11'r4 2'11'A Defi/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.003 D Creep Factor: 1.5 Max TC CSI: 0.161 Max BC CSI: 0.085 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 J ATE 0( s F •aA ysgrt• i1 12/05/2017 M ~ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /71 /199 /- /50 /8.0 D 51 /4 139 /- /- /1.5 C 82 /35 /45 /- !- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MPVCONPANY truss in conformance with ANSI/l PI 1, or for handlin j shipping, installation and bracing of.trussesA seal on this drawing or cover page . _ 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpro)fesslonar engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and theseweb sites: ALPINE: w al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .com; ICC: w .iccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 11171 / T31 JACK Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 6 FROM: RDG DrwNo: 339.17.1147.41060 Truss Label: CJ1 KM / DF 12/05/2017 12 6 [7- C Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 4113 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE C ME 11'A Defl/CSI Criteria PP Deflection in Ioc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL):-0.000 D Creep Factor: 1.5 Max TC CSI: 0.171 Max BC CSI: 0.022 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 sAT0,•' c,' w O 278 12/05/2017 co_ F T 0 co A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 196 / 66 / 189 / - / 36 / 8.0 D 7 /11 /14 /- /- /1.5 C -21 /35 /24 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraclninstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply plates to each face. oftruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of VFW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Mnw COMPANY truss in conformance with ANSI/TPI 1, or for handlin shlppinq, installation and bracing of_trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro'essionaJ engineering responsibility solely for the design shown. The suiiabnity Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 9/T24 JACK K8339.17.1147.41647. 169' 0026 FLODDATEE BUILDERS 9A6/9A7,258SE RA01 Oty: 2 FROM:RDG1No: saCND0Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47. 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1. 25 Spacing: 24.0 " 12 4 C B 7" I" ti D 2X4(A1) 11rr4 11 4 Wind CriteriaWind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15. 00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0. 131"x3.0", min. toe -nails at top chord. Provide (2) 0. 131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg, Pf in PSF) Pg: NA Ct: NA CAT`. Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20( 0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0. 000 D HORZ(TL):-0. 000 C Creep Factor: 1. 5 Max TC CSI: 0.159 Max BC CSI: 0.020 Max Web CSI: 0.000 VIEW Ver: 16. 01.00E.0420.20 Y ® iJ)Jj e s s A ATE r s •" yyf'\ram r AN 40217 ry f r NrAl- j\ryes 12/ 05/ 2017 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 191 /88 / 174 /- /25 /8.0 D 7 /11 / 16 /- /- /1.5 C -21 /31 / 24 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safey practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigqid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqInstalledperBCSIsectionsB3, B7 or B10, as applicable. Applylatestoeachface. oftrussand position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z forsandardplatepositions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the -n COMPANY truss in conformance with ANSI/l PI 1, or for handlincl, shipping, installation and bracing of trussesA seal on this drawing or cover pa 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpprossionalengineeringresponsibilitysolelyforthedesignshown. The stability Suite 150 and use of thisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes pageand these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22041 / T30 HIP_ Cust: R8975 JRef: IW6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 3 FROM: HMT DrwNo: 339.17.1147.42290 Truss Label: HJ7 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T4"3 VY Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide ( 3) 0.131"x3.0", min toe -nails at top chord. Provide ( 3) 0.131 "x3.0", min toe -nails at bottom chord. 5'2"5 9110"1 5'2"5 4711 9'5"7 9'5"7 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.017 C 999 360 VERT(TL): 0.055 C 999 240 HORZ(LL): 0.006 F - - HORZ(TL): 0.018 F Creep Factor: 1.5 Max TC CSI: 0.901 Max BC CSI: 0.623 Max Web CSI: 0.420 VIEW Ver: 16.01.00E.0420.20 ATE o'er 0 278 gri''c'/Q V ri-A+ 12/05/2017 7 4" 0 1 "1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 /125 /- /- /- /10.6 E 443 /56 /- /1 /0 /1.5 D 305 / 156 / - / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 333 - 831 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryrBCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyppidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionsB3, B7 or B10, Sle. Apply plates to each face. oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformancewithANSI/l PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . . this drawing, indicates acceptance of pro esslona engineering responsibilittyy solely for the design shown. The suiTablllty eofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Jpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsaf 4L WOE 2400 Lake Orange Dr. Suite 150 Odando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22008 / T21 HIP_ Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 4 FROM: HMT DrwNo: 339.17.1147.59770 Truss Label: HPA KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 5'2"3 9110"1 5'2"3 47'14 12 4.24 3X6 C i OV V B se A F F 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.18 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide ( 3) 0.131"x3.0", min toe -nails at top chord. Provide ( 3) 0.131 "x3.0", min toe -nails at bottom chord. 9'5"10 9'5"10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.023 C 999 360 VERT(TL): 0.050 C 999 240 HORZ(LL): -0.010 E - - HORZ(TL):-0.013 E Creep Factor: 1.5 Max TC CSI: 0.809 Max BC CSI: 0.621 Max Web CSI: 0.392 VIEW Ver: 16.01.00E.0420.20 ATE 0 s{r V_40tea0RV1 *V %S- wr..f sass• . ' 40278 ff,,r`if' lr!A - 12/05/2017 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 423 /181 /- /- /- /4.9 E 439 /101 /- /- /- /1.5 D 312 /209 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 441 - 743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 437 - 755 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for satPety practices prior to.performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperlyattachedrlidceillnLocationsshownforermanentlateralrestraintofwebsshallhavebracinqinsalledperBCSIsectionsB3, B7 or t310, as applicable. App,y plates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin+Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the -n COWANY truss in conformance with ANSI/l PI 1, or for handling shipping, Installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 21934 / T63 HIP_ Cust: R8975 JRef: IW6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 1 FROM: RDG DrwNo: 339.17.1148.04840 Truss Label: HJ74 KM / DF 12/05/2017 315 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 CK Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide ( 3) 0.131"x3.0", min toe -nails at top chord. Provide ( 3) 0.131"x3.0", min toe -nails at bottom chord. 5'37 9110,11 637 4'610 61" 11 4'1"8 6"1f} 1 61119'3"3 911 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W H 415 / 128 /- /- /- / 10.6 Pf: NA Ce: NA VERT(LL): 0.038 G 999 360 Lu: NA Cs: NA VERT(TL): 0.116 G 999 240 E 427 / 64 / - / 0 / - 11.5 Snow Duration: NA HORZ(LL): 0.009 F - - D 305 / 151 / - /- / - / 1.5 HORZ( TL): 0.026 F Creep Factor: 1.5 Wind reactions based on MWFRS H Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.786 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.673 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.579 Bearing H is a rigid surface. Bearing H requires a seat plate. FT/ RT:20(0)/10(0) Plate Type(s): I Members not listed have forces less than 375# VIEW Ver: 16.01.00E.0420.20 WAVE, 18SS Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 375 -1283 M, f 0 : ATE :• 2 0 278 ',,'i'jtr; f tlArts 010 12/ 05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 382 -1275 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ANRW COMPANY truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpproesslona. engineering responsibility solely for the design shown. The sui ability Suite 150 and useofthisgawingforanystructureisAeresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: w .sbcindust .com; ICC: wwwjccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 22023 / T51 HIP_ Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: HMT DrwNo: 339.17.1148.10500 Truss Label: HJ7S KM / OF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T6"6 3X4(B1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide ( 3) 0.131"x3.0", min toe -nails at top chord. Provide ( 3) 0.131"x3.0", min toe -nails at bottom chord. 57"3 + 9110"1 57"3 47' 14 9'5" 10 9'5"10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.023 B 999 360 VERT(TL): 0.048 B 999 240 HORZ(LL): -0.010 D - - HORZ(TL):-0.013 D Creep Factor: 1.5 Max TC CSI: 0.803 Max BC CSI: 0.627 Max Web CSI: 0.397 VIEW Ver: 16.01.00E.0420.20 i 4 ATE `• - SOO 0 278 'NAL 12/05/2017 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /- /- /- /4.9 D 443 /105 /- /- /- /1.5 C 311 /211 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 449 - 749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 446 - 763 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionsB3, B7 or B10, 141111661 asapplicable. Apply places to each face of truss and position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the N mv:o.HPuv truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofroessfonaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21938 / T42 HIP_ Cusl: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qly: 2 FROM: RDG Dnallo: 339.17.1148.11850 Truss Label: HJ2 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 12 C4.24 F 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.90 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE rd 2'7"1 2'7"1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL):-0.001 D Creep Factor: 1.5 Max TC CSI: 0.136 Max BC CSI: 0.031 Max Web CSI: 0.000 VIEW Ver: 16.01.00E.0420.20 t:.4 ATE OF ;` Ar Q, Ifjr •>•wss V 40278 isc$'jp fY Ak- A 12/05/2017 T 0 00 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /4.9 D 4 /- /7 /- /- / 1.5 C 18 /12 /- /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsRalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the .nW OMpAN truss in conformance with ANSI/l Pl 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTesslonarrengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisdrawing, for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w .t inst.or ; SBCA: www.sbcindust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22048 / T17 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 9 FROM: PFH DrwNo: 339.17.1148.14170 Truss Label: FT1 KM / OF 12/05/2017 8'1"8 8'1"8 t'— 2,6" 2,6"12 —}2,612 —{ TYP) 10'6"10 18'8"10 2'5,2 8'2" f ---- 2,6"12 - 1 2,6"12 -- F5 i 4X6 1.5X3 =4X4 =W=3X4 A B C D E 3X3 4X4 1114X6 F G HI JK T 9 X W V U T S R QP O N M L 1.5X3 =4X6 =4X4 1111.5X3 III1.5X3 III1.5X3 1111.5X3 =4X4 =4X6 1111.5X3 1112X4 W=3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXPNADesLd: 55Mean H 00MeanHeight: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N :T2 4x2 SP #1: Bot chord 4x2 SP #1 :82 4x2 SP #2 N: Webs 42 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 18' 8"10 Snow Criteria (Pg,Pf in PSF) Detl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.233 R 939 360 X 1030 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.435 F 503 240 J 1013 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Reg = 1.5 HORZ( TL): 0.074 B J Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings X & J are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Std: 2007 Max BC CSI: 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -723 F - G 0 - 2720 B- C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) ttnlltptf t Webs .Tens.Comp. Webs Tens. Comp. v i•:' A- X -100F-Q A- W 1151 0 0 Q- G 11 564 447 0 S • 1..* ° y W - B 0 -1131 G - N 0 675 d L1 , % B - V 763 0 N - H 694 0 3 i V- C 0 -744 H-M C-T 471 0 M-J 0 -1190 1270 0 i ii. TJ : T-E 0 -618 s e° ATE 78 12/ 05/ 2017/aJ WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building functions. InstallerstemporaryComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rigid ceilingLocationsshownforlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10, attached permanent asapplicable. Applyplatestoeachfaceoftrussandpositionasshownaboveand on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITWBuildingComponentsGroupInc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlIPI1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. for the design The IIWCOW— 2400 Lake Orange Dr. listing this drawing indicates acceptanceofpuroesslona. engineering responsibility solely shown. suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alineitw.com; TPI: www.t insl.or ; SBCA: www.sbandust .com; ICC: www.iccsafe.or9 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22052 / T9 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: HMT DrwNo: 339.17.1148.15670 Truss Label: FT1A KM / DF 12/05/2017 T 12 90 1 1 f2,6" -}-- 2,6"12 --}-- 2,6"12 { TYP) 4X6 1.5X3 =4X4 A B C D X W 1.5X3 =4X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NADesLd: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psfSoffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 plf at 18.34 TC: 1550 lb Conc. Load at 16.15 TC: 328 lb Conc. Load at 17.03 TC: 247 lb Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor 94 8 } 18'5"9 17' 8'9"1 1'4"8 + 2'6"12 --}-- 2,6"12 1111.5X3 =3X6 =5X8 1112X4 E F G H I J V U T S R Q PO N ML-j K 04 1111.5X3 III1.5X3 III1.5X3 =4X6 11106W=3X6 1111.5X3 17'2"15 1'2"10 { 18'5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.304 D 653 240 L 3174 / - / - / - / - 5.7 Snow Duration: NA HORZ(LL): 0.027 B - - X Min Brg Width Req = 1.5 HORZ(TL): 0.059 B L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings X & L are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.744 Bearing X requires a seat plate. TPI Std: 2007 Max BC CSI: 0.963 Rep Factors Used: Yes Max Web CSI: 0.627 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 10(0) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -679 E - F 0 -2628 B-C 0 -1787 F-G 0 -2199 C- D 0- 2444 G- H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1347 0 Q- P 2502 0 V- U 2225 0 P- O 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - Q 2502 0 Maximum Web Forces Per Ply (Ibs) titiitfflipt Webs Tens.Comp. Webs Tens. Comp. AC ijla7 A-X A- W 0 -955 1082 0 F-0 O- G 0 -477 494 0 W- B 0 -1061 G- N 0 - 857 B- V 697 0 N- H 946 0 e * 648 V- C C-T 0- 676 398 0 H- L L - 1 0- 2428 0 -781 ti, ca T - D 54 -486 1 - K 396 0 s R - F 539 -156 Truss must be installed as shown with top chord up. > ATE .• x+vrA:ix:11t111U 12/05/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 610 asapplicable. Apply plates to each face, oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the MI COMPANY truss inconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pa e .. 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofroesslonaengineeringresponsibilitysolelyforthedesignshown. The sui ability and useofthisdrawingforanystructureistpheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21961 / T71 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339117.1148.17930 Truss Label: FT1G KM / DF 12/05/2017 T §z 90 T z 8' 1 "8 2'6" 2'6"12 2,6"12 { TYP) 10'7"8 } 14'9" + 18'8"10 2'6" 4'1"B T11"10 2'6' 12 1'3"12 11"2 5" f -- {--- 6X6 1.5X3 = 5X5 = 5X5 III3X8 III3X4 — W=3X4— 4- W=3X4 = 6X6 II6X8 A B C D E F G H I J KL M 6X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NADesLd: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psfSoffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bat chord 4x2 SP #2 N :132, B3 42 SP #1: Webs 42 SP #3 :W21 42 SP #2 N: Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 18.61 BC: From 10 plf at 0.00 to 10 plf at 18.30 TC: 695 lb Conc. Load at 14.63 Plating Notes All plates are 3X6 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 5X5 " W=3X4 W2 T 1 S R Q P O N MW=3X4 -6X8 =8X81113X4 18'8"10 18'8"14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.267 E 818 360 Z 1176 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.445 E 491 240 K 1563 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.028 N - - Z Min Brg Width Req = 1.5 HORZ(TL): 0.044 N K Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings Z & K are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.885 Bearing Z requires a seat plate. TPI Std: 2007 Max BC CSI: 0.973 Rep Factors Used: Yes Max Web CSI: 0.687 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -915 F - G 0 -4138 B- C 0- 2464 G- H 0- 3575 C- D 0- 3571 H- 1 0- 3575 D- E 0- 4107 I- J 0- 3575 E -F 0-4138 J -K 0 -1482 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y-X 1816 0 S-R 4115 0 X-W 3116 0 R-Q 4115 0 W-V 3116 0 Q-P 4022 0 V-U 3116 0 P-O 4022 0 U- T 4097 0 O- N 2849 0 T - S 4107 0 pgt Maximum Web Forces Per Ply (Ibs) lfoetis. Webs Tens.Comp. Webs Tens. Comp. etv i` Vy ,t P t• / A -Z A- Y 0 -1132 1352 0 E-Q Q- GV*• 00 L a+4+ Y -B 0 -1361 G-O B-X 980 0 1-0 O. €pis X-C 0 -959 O-J e o C-U 728 0 J -N U -D 0 -1015 N -K D - T 403 -107 387 -486 413 -38 0 -628 26 -527 1217 0 0 - 2066 2163 0 4. e AT } s 0 278 ' ONAt u=to%' 12/05/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN nwCOMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro essfona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this g awrng for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22091 / T8 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: PFH Dnallo: 339.17.1148.18640 Truss Label: FT1GE KM / DF 12/05/2017 z•1r z 1'2"1 8'010 18'5"2 18i8"10 5'014 10'4"8- 3 8 F 1'3••1 6'5"14 -I- 2'6" --{-- 2'6"12 -I7- 27•4 2'5"8 TYP) F^ 2'11" I- 1'4" -1 TYP) 3X4 W= 3X4 3X4 = 4X6 =3X6 =06 6X6 A B c D E G H I J K LM T F S R O P O N Z Y X W v T =4X6 =06 =3X4 =6X6 1112X4 = 3X4 4 9 91 6 18' 8"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Z 62 / - / - / - / - / 7.3 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.048 P 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.155 P 707 240 Z* 510 / - / - / - / - / 108 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 O - - L 1335 / - / - / - / - / 3.0 Des Ld: 55.00 EXP: NA HORZ TL : 0.022 O Z Min Br Width Re 1.5 gqCode / Misc Criteria NCBCLL: 10.00 Mean Height: NA It Creep Factor: 1.5 pZ Min Brg Width Req = - Soffit: 2.00 TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.836 L Min Brg Width Req = 1.5 Load Duration: 1.00 BCDL: NA p MWRS ParallelDist: NA F TPIStd: 2007 Max BC CSI: 0724 Bearings Z, Z, ir L are a rigid surface. Bearing Z requires a seat plate. Spacing: 24. 0" C&C Dist a: NA It Rep Factors Used: No Max Web CSI: 0.779 Loc. from endwall: NA FT/RT:20(0)/l0(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 Chords Tens.Comp. Chords Tens. Comp. Lumber G- H 745 0 J -K 0 -1997 Value Set: 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 - 1097 Top chord 4x2 SP 2400f-2.OE :T1 4x2 SP #1: 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/ 30/2013 by ALSC S- R 570 0 Q- P 1937 0 Special Loads R- Q 1937 0 P- O 2034 0 Lumber Dur. Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 300 plf at 0.00 to 300 pif at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 16.15 to 100 plf at 18.59 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 plf at 0.00 to 10 plf at 18.30 TC: 125 lb Conc. Load at 0.04 A - Y 0 -412 1 - R 1064 0 TC: 574 lb Conc. Load at 16.15 Y - B 0 -434 R - J 0 - 1074 4lt9if[fltfpd G- S 0 -763 K- O 0 -1521 Plating Notes All are 1.5X3 except as noted. j'J i•4j S -1 0 -2089 O - L 1636 0 plates 1\ 4! Maximum Gable Forces Per Ply (Ibs) Additional Notesr'. V e Gables Tens.Comp. Gables Tens. Comp. See ANSI/ TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by rt a 648 sC - X 0 -409 E - V 0 -428 erection contractor. Truss must be installed as shown with top chord up. i i D - W 0 -390 aq i # yLR`® a iasrasi Vjtlti- 0278` fr&, ae4uxust fuz s 12/05/ 2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fo'r safety practicesprior to performing these functions. Installers shall provide temporary bottom have bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and chord shall a propperly attached rigid ceilln9LocationsshownforpermanentlateralrestraintofwebsshallhavebracingqInstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply platestoeachface. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildingComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN rTW CMPANY this drawing truss inconformancewithANSIfPI1, or for handling, shipping, installation and bracing of.trussesA seal on listing this drawing, indicates acceptance of pro) essiona engineering responsibility solely for the design shown. ANSI/TPI 1 Sec.2. or cover paqe , , 2400 Lake Orange Dr. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperFormoreinformationsee this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: w Apinst.or ; SBCA: www.sbandust corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21965 / T6 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 5 FROM: RDG DrwNo: 339.17.1148.19680 Truss Label: FT2 KM / DF 12/05/2017 90 1 6' 10"8 1 8'8" 1 15'6"8 6'10"8 1'9"8 6'10"8 2'6" 2'612 --+ 1'4"8 1'4"8 -+— 2'6"12 { TYP) 4X6 1.5X3 III 1.5X3 III 1.5X3 A B C D E F G 4X6 1.5X3 H S R Q P O N M L K J 1.5X3 =4An m i.oAa a 1.oA0 =4A4 -1.5X3 1112X4 1112X4 15'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.117 D 999 360 S 841 / - / - / - / - 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.205 D 864 240 J 841 / - / - / - / - 7.3 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.024 K - - S Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 HORZ TL : 0.043 B J Min Br Width Re 1.5gqMeanHeight: NA ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 1.5 Bearings S & J are a rigid surface. TCDL: NA psf2. Soffit 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.587 Bearings S & J require a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.812 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.434 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -572 E - F 0 -1920 B-C 0-1455 F-G 0 -1455 Lumber C-D 0 -1920 G-H 0 -572 Value Set: 13B (Effective 6/1/2013) D - E 0 -1926 Top chord 42 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 42 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC R - Q 1132 0 N - M 1772 0 Q -P 1772 0 M -L 1772 0 Plating Notes P- 0 1772 0 L- K 1132 0 All plates are 3X4 except as noted. O - N 1926 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs Tens. Comp. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%min.). Strongback material to by 11111111114titt l< A - S 0 -822 N - F A - R 912 0 F - L 453 -49 0 -489besuppliederectioncontractor. Truss must be installed as shown with top chord up. j y F `p _ tp V' *.1 R - B 0 - 890 L - G B- Q 512 0 G- K 512 0 0 890 fl ••+'°' v e®``° s f r 't p.` e*sN` Q- C 0 -489 K- H C - 0 453 - 49 H - J 912 0 0 - 822 J , a 5` AT tV 0 278 rO'{self tJ NAu"W1uttti 0t 12/05/2C ' WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'rsafety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. (Refer to ALPINE drawings 16OA- Zforstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the -n COWANY truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover paqe , , 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofppro) esslona_r engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawing, for anystructure is [he responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22079 / T4 SY42 Cust R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1148.20560 Truss Label: FT2GE KM / OF 12/05/2017 71r1 11i91.2 57' 12'2.4 IT 12 h— 2'11" -}'" 1'4" —{ TYP) 3X4 1112X4 A B C D E F G H I J K LM T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 O' 382 / 31 / 31 /- / - / 186 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 B 999 240 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 AA - - 0 Min Brg Width,Req = - EXP: C HORZ(TL 0.002 AA Bearing AA is a rigid surface. Des Ld: 55.00 Mean Height: 15.00 It ) Bearing AA requires a seat late. NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 9 q P TCDL: 4.2 psf Soffit: 2.00 BCDL: 3.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.424 Load Duration: 1.00 TPI Std: 2007 Max BC CSI: 0.030 Members not listed have forces less than 375# MWFRS Parallel Dist: 0 to h/2 Maximum Web Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.257 Webs Tens.Comp. Webs Tens. Comp. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): A -AA 23 -405 Z - B 82 -449 Wind Duration: 1.00 WAVE VIEW Ver: 16.01.00E.0420.20 Lumber Maximum Gable Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Gables Tens.Comp. Gables Tens. Comp. Top chord 4x2 SP #2 N C - Y 72 -431 H - T 67 -482 Bot chord 42 SP #2 N D - X 67 -440 I - S 67 -445 Webs 4x2 SP #3 E - W 67 -477 J - R 69 -424 Lumber value set " 1313" uses design values F - V 67 -518 K - Q 81 - 434 approved 1/30/2013 by ALSC G - U 67 -519 L - P 58 -386 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0.00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 9.42 TC: From 350 plf at 9.42 to 291 plf at 15.29 s + fBC: From 10 plf at 0.00 to 10 plf at 15.29 •.°; '•a+ TC: 324 lb Conc. Load at 0.04,15.29 ••~`fy v; ++ v4Z+ Plating Notes 40 All plates are 1.5X3 except as noted. i (}. 648 Wind . i t • _ Wind loads based on MWFRS with additional C&C member design. :• t4 v Additional Notes dr 3`•+*1`! R ;s••`+ See ANSI/TPI 1 Sect 7 for additional bracing fir. *• 4........•' requirements. Bracing material to be supplied by r{ fr pt erection contractor. 40 27fir SION l+ urtaatgtts'b Trussmustbeinstalledasshownwithtopchordup. 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 10, as appllcab-e. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f7efer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the au mv:O,MPANYtruss in conformance with ANSI/PI 1, or for handling, shipping, installation and bracing of_trussesA seal on this drawing or cover paqe . _ 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprocessionalengineeringresponsibilitysolelyforthedesignshown. The sNablllty Suite 150 anduseofthisgrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: w .t inst.or ; SBCA: www.sbcindustry.com; ICC: wwwJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 21967 / T10 SY42 CusL R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 4 FROM: RDG DrwNo: 339.17.1148.21607 Truss Label: FT3 KM / DF 12/05/2017 6'10"8 1 8'5"12 1 15'2"12 6'10"8 17"4 1 6'9" St- 2'6" -F- 2'612--I-1'4"8 -I f-1'4"8 -}-_ 2'6"12 -1 TYP) 4X6 1.5XA3 B C III 1.5DX3 III1.5EI X3F G =4X T SO R Q_ P O IN L K J 1. 5X3 =4X4 III1.5Xs lit 1.5X3 — fAw 1112X4 1112X4 15' 2"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.115 E 999 360 R 831 / - ! - / - / - 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.189 E 927 240 1 831 / - / - / - / - 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.023 J - - R Min Brg Width Req = 1.5 EXP: NA Des HORZ TL 0.040 B I Min Big Width Req = 1.5 00MeanHeight: NA ft NCBCLL: 10.00 g Code / Misc Criteria Creep Factor: 1.5 Bearings R & I are a rigid surface. TCDL: NA psf Soffit: 2.00 BldgCode: FBC 2014 RES Max TC CSI: 0.512 Bearing R requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 769 2007MaxBCCSI: 0. Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.428 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -564 E - F 0 -1875 B- C 0 -1430 F-G 0 -1430 Lumber C- D 0 -1875 G- H 0 - 562 Value Set: 13B (Effective 6/1/2013) D - E 0 -1880 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values Q - P 1116 0 M - L 1738 0 approved1/30/2013 by ALSC P- O 1738 0 L- K 1738 0 Plating Notes O- N 1738 0 K- J 1115 0 All plates are 3X4 except as noted. N - M 1880 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 # 3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs Tens, Comp. Attach to each truss where shown with 3-1Od Box or A - R 0 -812 M - F 425 -59 Gunnails (0.128"x3",min.). Strongback material to tfAijy A - Q 899 0 F - K 0 -475 besuppliedbyerectioncontractor. Truss must be installed as shown with top chord up. a ! rJ, Q - B 0 - 876' K - B - P 499 0 G -J 500 0 0 - 878 P- C 0- 476 J- 896 0 C - N 425 - 59 H - 1 I0 - 807 70. OtKa a F + + f' y i tpaeAf i«M V VP 0 278f f,l r 12/ 05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) foF safety practices prior to performing these functions. Installers shall provide temporary bracing perBCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsections63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,aa failure to build the pNmNCO,NPANY trussinconformancewithANSI/l PI 1, or for handling, shipping, installation and bracing of_trussesA seal on this draw] yg or cover pa e . 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproTesstonaJengineeringresponsibilitysolelyforthedesignshown. The suiAbility Suite Lake and use of this rawing for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindustr .com; ICC: wwwjccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22060 / T5 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1148.22387 Truss Label: FT3G KM / OF 12105/2017 6' 10"88'5" 12 11 ' 1 "4 1 162"12 6'1 0"8 17" 4 1 27"8 14'1"8 2'6"12 1'4" 8 1`2'6" J. {` i1' i TYP) 1.5X3 =4X4 =4X6 III1. 5X3 1111.5X3 —3X4 1112X4 4X6 A B C D E F G H I R Q P O N M L K J 1.5X3 1112X4 VV 1112X4 15'2" 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.242 E 723 360 R 1442 / - / - / - / - / 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.337 E 520 240 J 1670 / - / - / - / - / 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.030 B - - R Min Brg Width Req = 1.5 EXP:, NA HORZ TL 0.042 B J Min Br Width Re 1.5 Des Ld: 55.00 Mean Height: NA ft ( ) g q NCBCLL: 10.00 g Code / Misc Criteria Creep Factor: 1.5 Bearings R & J are a rigid surface. TCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.897 Bearing R requires a seat plate. Soffit: 2.00 BCDL: NA psfLoadDuration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.693 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.869 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply ( Ibs) Loc. from endwall: NA FT/RT: 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type( s): Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -973 E - F 0 - 3286 Lumber B-C 0 -2484 F- G 0 -3123 C -D 0-3272 G-H 0 -3123 Value Set: 13B (Effective 6/1/ 2013) D - E 0 - 3287 H - 1 0 -1146 Top chord 4x2 SP #1 Bot chord 42 SP 2400f-2. 0E Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Q - P 1942 0 N - M 3287 0 P- O 3027 0 M- L 3353 0 Special Loads 0- N 3027 0 L- K 2302 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 plf at 0. 00 to 180 plf at 8.48 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 8. 48 to 100 plf at 15.10 Webs Tens.Comp. Webs Tens. Comp. BC: From 10 plf at 0.00 to 10 plf at 15.10 TC: 465 lb Conc. Load at 11.13 A - R 0 -1411 F - L 0 - 478 A- Q 1552 0 G- L 0 - 578 Plating Notes + 1 ty Q- B 0 -1538 L- H 1233 0 All plates are 6X6 except as noted. y3 Ft `'fa B - P 883 0 H - K 0 -1836 a reew P- C 0- 846 K- 1 1826 0 Additional Notes!:` ` "Y C - N 859 0 1-1 0 -1624 2x6 #3 HEM -FIR or better continuous strongback. • *e N - D 0 -427 Attach to each truss where shown with 3-1 Od Box or • Gun nails (0.128"x3",min.). Strongback material to : 646 be supplied by erection contractor. gGitcaa Truss must be installed as shown with top chord up. ; r ATE O 1 4 j as frrssi V' 0 278{, rset wrilotawusv 12/ 05/2017 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r sa shipping, practices prior to performingthese functions. Installersshall provide temporary bracing per BCSI.. Unless noted otherwise,topchordshallhaveproperlyattachedstructuralsheathingandbottomchordshallhaveapropperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicab e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN( COMPANY truss in conformance with ANSI/TPI 1, or for handlinj shipping, installation and bracing of trussesA seal on this drawing or cover paqe . , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proesstona_f engineering responsibility solely for the designshown. The sui abdlty Suite 150 and use of this drawing for anystructureispheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these websites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22093 / T57 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 2 FROM: RDG DrwNo: 339.17.1148.23243 Truss Label: FT4 KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 6' 10"8 1 9'3"12 14' 10"l 2 6' 10"8 12'5"4 57' t- 2-6„ 2.6"12 _+ 1,4„8 T'P) 4X6 1.5X3 = 3X4 III 1.5X3 1114X6 A B C D E IF HI Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP' NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0. 1 28"x3", min.). Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up. T T 14'10"12 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W R 817 / - / - / - / - / 7.3Pf: NA Ce: NA VERT(LL): 0.159 D 999 360 Lu: NA Cs: NA VERT(TL): 0.301 D 571 240 H 804 / - / - / - / - / 3.5 Snow Duration: NA HORZ(LL): 0.035 B - - R Min Brg Width Req = 1.5 HORZ(TL): 0.066 B Creep Factor: 1.5 H Min Brg Width Reg = 1.5 Bearings R & H are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.849 Bearing R requires a seat plate. TPI Std: 2007 Max BC CSI: 0.828 Rep Factors Used: Yes Max Web CSI: 0.456 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 10(0) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): VIEW Ver: 16.01.00E.0420.20 A - B 0 -552 E - F 0 -1482 B-C 0 -1396 F-G 0 -596 WAVE C-D 0 -1783 G-H 0 -641 D-E 0 -1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 1093 0 N- M 1789 0 P- O 1700 0 M- L 1785 0 O- N 1700 0 L- K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-R 0 -798 C-N 410 110 A-Q 881 0 E -L 0 575 Q -B 0 -858 L -F 461 0 B- P 482 0 F- K 0 884 P- C 0- 468 K- H 958 0 Z ;7 ATE 0 V-- * I trey wfrs### 0 278°ft f V NAIL rtf5» itauiil 12/05/21 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing.Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,anv failure to build the u my couarNY trussinconformancewithANSITPI1, or for handling, shipping, Installation and bracing of trussesA seal on this drawi g or cover page .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawingforanystructureispheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn; TPI: www.tpinst.or ; SBCA: www.sbandust .corn; ICC: www.iccsafe.org Orlando FL, 32837 975 FLORIDABTEE FBUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 5 FROM: RDG9 / T7 SY42 KNt No:8D339.17.114S.2 9209'0026 Trus T Ts1z 5' 6" 7'3"4 1 11'4"12 5' 6" 1'9"4 1 4'1"8 2' 6" NP) 3X6 = 3X4 1. 5X3 =3X4 = 3X4 III 1.5X3 = 3X4 =1.5X3 A B C D E F N M VA L VA K J 1111 GV'1 —QVA I QvA H 1. 5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA NA Des Ld: 55.00 M n H MeanHMeaeight: NA ft NCBCLL 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 11' 4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.079 C 999 360 N 620 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.149 C 866 240 H 607 / - / - / - / - 3.5 Snow Duration: NA HORZ(LL): 0.021 B - - N Min Brg Width Reg = 1.5 HORZ( TL): 0.039 B H Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings N & H are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.612 Bearing N requires a seat plate. TPI Std: 2007 Max BC CSI: 0.758 Rep Factors Used: Yes Max Web CSI: 0.300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -394 D - E 0 -994 B- C 0 -917 E-F 0 -381 C- D 0 -1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M- L 779 0 K- J 1001 0 L- K 1004 0 J- I 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- N 0 -602 E - 1 0 -618 A- M 629 0 1- F 606 0 M- B 0 -612 F-H 0 -557 a O. 56648 • iAT41 i 4027 iAllMMtfO , la/ Wll10VOW1'" 12/ 05/2017 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safey practices prior to performing these functions. Installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or B10, asapplicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLc Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the MN C MPMY trussinconformancewithANSIrfPI1, or for handlin4 shippingq, installation and bracing of,trussesA seal on this drawing or cover page _ , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprolessfonai' engineerincl responsibility solely for the design shown. The sui£abillty Suite Lake and use of this drawing, for any structure is fhb responsibility of the building Designer per ANSI/TPI 1 Sec.2. 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22056 / T2 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1148.24783 Truss Label: FT6 KM / DF 12/05/2017 L 17 5'6" 7'0"12 11'4"8 5'6" 1'6"12 4'3"12 f 2,6„ 1 TYP) 3X6 = 3X3 1.5X3 =3X4 =3X4 III1.5X3 = 3X3 III3X6 A B C D E F GH IO N M L K J I 1.5X3 =3X4 =3X4 1111.5X3 =3X4 =3X4 1111.5X3 1112X4 11'4"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.077 L 999 360 0 625 / - / - / - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.133 C 981 240 G 610 / - / - / - / - / 3.3 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.018 B - - O Min Brg Width Req = 1.5 EXP: NA HORZ TL 0.034 B G Min Br Width Re 1.5DesLd: 55.00 ( ) g q = Mean Height: NA ft Code / Misc Criteria CreepFactor: 1.5 Bearings 0 & G are a rigid surface. NCBCLL: 2. 00 TCDL: NA psf Bearing 0 requires a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.639 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.698 Rep Factors Used: Yes Max Web CSI: 0.319 Members not listed have forces less than Spacing: 24.0 " C&C Dist a: NA ft Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi; NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 16.01.00E.0420.20 A - B 0 -398 D - E 0 -1020 B- C 0- 929 E- F 0 - 406 Lumber C-D 0 -1026 F-G 0 -448 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP #3 Lumber value set "136" uses design values N - M 785 0 L - K 1026 0 approved 1/30/2013 by ALSC M - L 1028 0 K - J 851 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp. requirements. Bracing material to be supplied by erection contractor. A- 0 0 -607 K- E 377 0 Truss must be installed as shown with top chord up. A - N 635 0 E - J 0 - 640 N-B 0 -616 J-G 669 0 e o, 648 r ! i $ fey . , # jay F .'kra p!!! flNf! \A 40278 "'A. r ,J r At VV 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceillnqLocationsshownforermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face, oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the n mv:oMP NY truss In conformance with ANSI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover pagqe , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprofessionafengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: w .t inst.or ; SBCA: www.sbcindust .com; ICC: w .iccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 22054 / T1 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 10 FROM: RDG DrwNo: 339.17.1148.25573 Truss Label: FT7 KM / DF 12/05/2017 TT 00 5'6" 5'6" 8 2,6„ T'P) 3X6 1.5X3 = 3X4 A B O N VA M 4vA L 1111 GvQ K IVA J QYA III C T .9X.i 112X4 Loading Criteria (psf Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP; NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psfSoffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 7-1"2 11'4"10 17 2 4'3"8 1 3 5" 3X3 3X4 III 1.5X3 -- 3X3 1113X6 C D EF GH 3- T i 11'4" 10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 0 626 / - / - / - / - 7.2 Lu: NA Cs: NA VERT(TL): 0.135 C 964 240 G 609 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.018 B - - 0 Min Brg Width Req = 1.5 HORZ(TL): 0.035 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 Bearings 0 & G are a rigid surface. Bldg Code: FBC 2014 RES Max TIC CSI: 0.643 Bearing 0 requires a seat plate. TPI Std: 2007 Max BC CSI: 0.705 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00E.0420.20 A-B 0 -399 D-E 0 -1025 B- C 0- 933 E- F 0 - 403 C-D 0 -1031 F-G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 788 0 L- K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- 0 0- 609 K- E 381 0 A- N 637 0 E- J 0 - 642 N -B 0 -618 J-G 672 0 f ; Ai Y 0 278 °'t f Ak- , utynotattttt 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI.. Unless noted o"therwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininsalledperBCSIsectionsB3, B7 or B10, as applicab-le. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build ing Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the MIn COMPANY truss in conformance with ANSI PI 1, or for handling shlppinq, installation and bracing of,trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The sui£ability Suite 150anduseofthisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustryxom; ICC: www.iccsafe.or Orlando FL, 32837 i s Job Number: N333522 Ply: 1 SEQN: 22095 / T13 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAO1 Qty: 1 FROM: RDG DrwNo: 339.17.1148.27247 Truss Label: FT7GE KM / OF 12/05/2017 f" 1'9" 5'32 6'9"2 + 8'4"2 + 11'1"2 j1'11"14 1'9" 1'2"12 2'3"6 1'6" 17': 2'9" 312 1,3„ 17"8 -i I— —I f— 1,3„ 17- 17T'i I— 1'2"6 —i 4X4 A B C 3X3 4X4 3X4 =3X3 1113X6 =6X6 D E F G H I J K ZATTs m 3 1 F12 T P O N M L T S R Q 11104 =6X6 1112X4 —3X4 63"14 6-1" -- i 11'4"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.053 N 999 360 T* 316 / 29 / 30 / - / - / 60.7 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.171 N 417 240 P 1158 / 99 / 95 / - / - / 6.4 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.011 J - - J 1330 / 112 / 102 / - / - / 3.2 EXP. CDesLd: 55.00 ( ) TL :-0.034 J Wind reactions based on MWFRS Mean Height: 15.00 itHORZCode / Misc Criteria CreepFactor: 1.5 T Min Brg Width Req = NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.881 P Min Brg Width Req = 1.5 BCDL: 3.0 psf J Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.908 Bearings T, P, & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.760 Bearings T & P require a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.00 WAVE VIEW Ver: 16.01.00E.0420.20 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) E - F 220 -1200 H - 1 211 -1099 Top chord 4x2 SP #1 :T2 4x2 SP #2 N: F - G 226 -1233 I - J 204 -1069 Sot chord 4x2 SP #2 N G - H 205 -1076 Webs 42 SP #3 Lumber value set " 13B" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Special Loads P - O 420 - 86 N - M 1238 - 227 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) O - N 1233 -226 TC: From 291 plf at 0.00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 11.28 Maximum Web Forces Per Ply (Ibs) BC: From 10 plf at 0.00 to 10 plf at 10.97 Webs Tens.Comp. Webs Tens. Comp. Plating Notes A - T 119 - 655 E - O 1239 - 214 824Allplatesare1.5X3 except as noted. l jdt A - S 576 - 453 O - F 597 -305 44CC S - B 116 - 453 M - J 1597 - 305 Wind *++ r at` P - E 203 -1200 Wind loads based on MWFRS with additional C&C +' S +; member design. + Maximum Gable Forces Per Ply (Ibs) a Gables Tens.Comp. Gables Tens. Comp. Additional Notes Q. See ANSI/TPI 1 Sect 7 for additional bracing 648 C - R 94 -425 I - M 184 -913 requirements. Bracing material to be supplied by ; i +°. D - Q 80 -444 erection contractor. ; Provide for complete drainage of roof.ATE Truss must be installed as shown with top chord up. OF 0 27s f"rsJO+NAt- G uUnr+Ysetu«tu 12/05/2017 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, 14,64, as applicable. Apply plates to each face. oftrussand position as shown above and on the JoincDetails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingcL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN W:oMPANr truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwjccsafe.org Orlando FL, 32837 19 Job Number: N333522 Ply: 1 SEQN: 21973 / T3 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Qty: 1 FROM: RDG DrwNo: 339.17.1148.28083 Truss Label: FT8G KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 3.43 BC: From 10 plf at 0.00 to 10 plf at 3.43 TC: 610 lb Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. a 1'7"8 1'9"11 3'S"3 1'7"8 1'7"8 1'3"12 { 1'3"12 1111.5X3 4X4 1111.5X3 =3X6 A B C D in i iA1 112X4 G F 3X4 3X4 1— 3'5"3 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 0 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.016 B 999 360 VERT(TL): 0.025 B 999 240 HORZ(LL): 0.002 B - - HORZ(TL): 0.003 B Creep Factor: 1.5 Max TC CSI: 0.275 Max BC CSI: 0.294 Max Web CSI: 0.259 VIEW Ver: 16.01.00E.0420.20 ML 51 QTE OF t Ifs, C! + pg+sA/st+• '` 0278 'lr[ijsl lYt1L.;.A 12/05/2017 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 522 /- /- /- I- /4.0 E 465 /-/- H Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B-C 0 -391 C-D 0 -376 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0 -494 F- D 545 0 A- G 533 0 D- E 0 - 447 G -B 0 -471 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryrBCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyqqidceilingg. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B1051e. App1v plates to each face oftrussand position as shown above and on the JoinCDetails, unless noted otherwise. Defer to of ITW Build inggComponents Group Inc., shall not be responsible for any deviation from this drawin any failure to build the tricewithANSI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover paste, inggindicatesacceptanceofproesslonaengineeringresponsibilitty solely for the design shown. The suitability r7 awing for any structure is the responsibility of the Building DesrgrSer per ANSIITPI 1 Sec.2. see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.lpinsl.org; SBCA: www.sbcindustry.com; ICC: w Jccsat ALPINE AN nW'.ONPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 u lJob Number: N333522 Ply: 1 SEQN: 21974 / T73 SY42 Cust: R8975 JRef: 1W6189750026 FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RAOI Qly: 1 FROM: HMT DrwNo: 339.17.1148.29957 Truss Label: FT10G KM / DF 12/05/2017 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 4 plf at 0.00 to 4 plf at 4.00 BC: From 10 plf at 0.00 to 10 plf at 4.00 TC: 804 lb Conc. Load at 0.15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. 17"8 2'4"7 3'11"l5L17"8 8"15 i 17"8 V3" 12 --{ F3" 1'3"12 4X6 1112X4 1112X4 =3X6 A B C D T 1 H G F E 4X4 =4X4 1112X4 1113X3 i 3'11"15 -i Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.023 C 999 360 H 2O08 / - / - I - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.037 C 999 240 E 505 /- Snow Duration: NA HORZ(LL): -0.009 D - - H Min Brg Width Reg = 1.5 HORZ(TL):-0.015 D E Min Brg Width Reg = - Code / Misc Criteria Creep Factor: 1.5 Bearing H is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.860 TPI Std: 2007 Max BC CSI: 0.319 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.384 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): A- B 0 -416 C- D 0 -415 WAVE VIEW Ver: 16.01.00E.0420.20 B - C 0 -438 JJ/ O , ATE a ram/ ro*air• ,1V 0 278i sS t7NAL 12/05/2017 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 0 -2011 C-F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 137 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joini"Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building_ Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the MI nW:6MPANYtrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawingq indicates acceptance of pro essiona, engineering responsibility solely for the design shown. The sur ability Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .com; ICC: wwwJccsafe.org Orlando FL, 32837 VALLEY FRAMING & BRACING DETAIL 1. R BC t z 01 Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ipples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. e the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gered between rows. Typ) innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nails 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails r'innla rn marlin q tad tan. na ile DYAI,CU L9 v.i,. ,..........., a....o......y ..,,r. .,.., NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toe -nailsGENERALNOTESCRIPPLE, BRACING, & BLOCKING NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. NOTE: 16d(0.162"x3.5")COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" Tony nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge Purlins should overlap sheathing one truss spacing minimum. In is of cripple with 10d 50.128"x3.0") nails at 6" o.c. "T" or scab must be 90 % of cripple length. Cripples over 10'-0' long requre two CLR's or both faces w/ "T" or scab. Usecasesthatthisimpractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a stress graded lumber & box or common nails. minimum of 8-8d (0.131"x2.5") common wire nails. Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. installed into ridge board j This drawing applies to valleys with the following conditions: Install blocking under rafter if sleepers are not used. Spans (distance between heelheels) 40'-0" or less Install blocking under cripples If cripples fall between Maximum valley height: 1 lower truss top chords and lateral bracing is not used. Apply all nailing In accordance to current NDS requirementsMaximummeanroofheight: 30 feet Nails are common wire nails unless noted otherwise. H. ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B, 1=1.0, Kzt=1.0 jetleM'•e•••, Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 N CENStc- s rne 4 f_ (A) B) WARIO43- READ AND FOLLOV N.L VOTES W THIS DRAVDIO DFQ2TART® FURNM TMS WAVM M ALL CONtRACTERS DI(S=M TIE I16TN.LUM = r.v. . ...._ TC LL 20 30 40 54 REF VALLEY FRAMING Trusses —q k- extrvne care h fabrtcatkp, haMling, hipping, k+stallkp and bracko Referthelatest .dl'don of DCSI CB,ntlky fapwvnt Safety InfornoLon, by TPt •n<, sncA> for —rot ', z w C DL 10 20 7 7 DATE 10/01 /14soltorpracticespr1ortoperfor^kp these fi n Hors. Installers shalt provide temporary bradng per BC11. unless noted otherrlse, top chord shall have properly attached structural sheathing and bottomahorde. shall have a properly attached Hold cNkq. Locations shorn for perronent lateral rest—Int of bs STATE v, e• C DL 0 0 0 0 DRWG VACNV1801015 d OAUPd C shall have brackp installed per DCSI sections B3, 37 w 810, as app!.L bKe. Apply plates to each foftrussandposwon " shorn above and on the Joint Details, unless noted otherwise. C, . ° <(" e•. BC LL 0 0 0 0Rehrtodmwhps160A-Z for standard plate positions. % Alrine, a dvlslon of ITV Building Components Croup ins shag not be spode for any deviation f o OR 1Oe• • p \`.1 v TOT. LD.30ANITWCOAAPAfYthisdrowkpanyfaluretobuildthetrussItconformancerimANSI11, or for handlkp, shlppino, Inst t dap of trusses. a s "'••• S.`7yj SOO 50 47 61 sirat a istHse`tlr rvruktrgy or cover rape UstWddirnssigpn this dt-awing, Mcntes of essbroleo AL v t` DUR. FAC. 1.25/1.15erpAkswerlYopnthe for Bury sbrua ire l lC tha yrec;__1bKH`y of tie Des7prrrst—yper ANSI Iand iS--.?- 'g w$It%013369LakelronlDvve Earth City, MO M5 es paFormorelmfarnati°^ see this Job'storCQ) ,l... sbdndgi+str these .eb sites' DAIPDErrrrnlkvitr.comi iPD wre.tpk,stor y.argi ICG rrr.k:ciaiear d „ SPACING SEE ABOVE 15'-R' 14'-4" NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 l_ I W_ 1N LI[IO IIIII((((11 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND RECORD C s TILE ROOF j 0 OR D ON A.F.F. REFER TO Ei PACK FOR CONNECTION. 2'-0' TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING Labeled End Park ATTENTION! soar u-r s,ac rw m"aeiwsr nPicers"M mm. w _• nP HANGER CHAR REFER To IICSI -Bl dL = HUS 26 (SI MPSON) Truss oust be set . ._y M vane usedTrusskonesmple, year moss nay rot 1 L = THA 422 C S I MPSON) Ir t vdre _per°tor sets truss tNs ay. y. Total Truss Quantity = 189. 01 General Notes 1) Al pa_Id chord truss_, flot Woes and fat girders ham the tap mare p^d * p-W W— to be k&aeed gram side W 2) Al hanyma to be Srpsm RIS26 wi m othm.eo noted 3) N tr— Virg is 2e O.C, ad® atlrereiae noted. 4) Pa Tr— Plate k bu, BCS41 rxam.mdatim pear A X—br kj W-M be pW d al a roan apac. 15' 0.a oa— the spm, to be repeated at a .mdrmsri of 2(y bet~ eodr X—b— frugal tM * — PI.— df to BC%--M fa ay WA4 b." delaia ROOF LOADING SCHEDULE TCDL = 17 PSF BCLL = e PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 % NAND SPD/TYPE= 150 MPH ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT H NAND IMPORTANCE FACTOR=-1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2014 TPI 2007 Tnus member design fi w ne for places e des. ed Cer ASCE 7-10 and madvmun or.. s from bo h wmponems and claddings and main nand force resis1.g 1nems. These mosses have becn re.eH'd to tarty an addirlonal 104 psf noncon em bonom chord live Ioaa FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WA. L KEY 09- 4. 20'- 3/40 LOADf DESCPoPTION MIT. DATE w w .ee Vew rcv vse nor a^ r ew usaa w-r+e rn a rev vw rm< rm Diana r no emirs uuatme LOAD/ DESCRIPTION INR, DATE n . y CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLDRIDA 33880 PHONE.( 800) 959-8806 FAX. ( 863) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2582/A CCA PROJ/MODEL/ALT 9A6/ 9A7/258MA/258TA ALT DESC OTC : LOT : 310 BLOCK: DESIGNER PAGE JJP DATE 12 16 10 LA% 30071R S1A4 --1' Product Approval Specification Form Permit # # 1 7 Project Location Address D\NG 3751 Fo19COO 2 513 Red Rose Ln., L 0P As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.1 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. Soffits FL12019-115 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 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 Millennium MMI-2 Off Ridge Vent 16568.1 Other. June 2014 r Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll up Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature Applicant's Name Please Print) June 2014 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 70' 21• 31, S3' WINDOW CALL -CUTS 2 12 5H 0 32S4 22614 32 5H W 13 5H V2 33 SH 73 W 33 SH3? 3 Sp51' 3 I4 5-4 V7 34 $ 4 24 54 34 SH 8 15 SH V2 35 S4 25 SA 35 SHZby 12' F3 16 5H 1 In 36 51,4 26,54 36.5F GC. VE?bY MASONRY O?ENTC5 FOR ALL WND01:f•'i. I.1 WN= 5:2E5 AtO N5TAILATICH NAT VA-Zf PER r:AIVACU ER A'O 5FECIFiCATIGN5. Z REFER TOFLOOR PI.AN5 FOR 5TTLE OF 90% U5ED (5,V LE WAG-54, CA5EIMT- lam, OR RICRD GLASS- FG) f 41 * # # # ALLISER54ea UUMkD FES]E OFECPYh $41 LCTAY LTV Ram F39R FBLR . SM EDIIU mi A TYP. 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Comments Archived Product Manufacturer Thera-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@ rwbldgconsuitants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or testing Certification Agency National Accreditation & Management Institute Validated By Ryan 3. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Yesr 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwLDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate 15125 R3'C CAC i$225; NAAM_Icerts:radf. ApprovedforuseinHVHZ: No . Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions other: See INST 15225.5-68 (618 Door Products), INST 1 ti ft3 It INSf i52?S 5 68 odf 15225. 5-80 (8'0 Door Products) and INST 15225-68M (68 F1, R .t; INST 45235:5,80:oddr. Door Products Direct to Masonry) for installation I. 77F R; tt LN T 35225=158M.Ddf, instructions. Note - Gia?Ing Shallcomply -With ASTM-E-1300- -Verified-By,.y-yndonf: Sthnrdt,-P.E--434-09 04, ( This product approval requires the use or "J" part Created by Independent Third Party: Yes number doors and sideli— which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FL15225 R3 AE EVAL 15225.5-68.Ddf . Benchmark Door Panels.) fl-15225R3 A€ f1'AL 1922i5 8d odf e n• f. •e enrAt 401,29— ARM "utr - r. .ace - r9r.ta.... .. f-rowtortbyinrfetiendentThiidParty: Yes 15225.E f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and " Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate kf 4c» c 'eA r rtr" earls tadf' Approved.for4ss2gSNAMIoruseinHVHZ: No - Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation instructions Other: See INSf 15225.6-68 (6'8 Door Products) and 1 ... tl tN,4T 55725: 15225,E- 80 (8'0 Door Products) for installation instructions. F e 5775 tNS5275:6-$O:ndf, Note - Glazing Shall comply with ASTM E1300-04) VeriFled By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports by Independent Third Party: Yes contact Us : The State of Florida is an AAJF20 employer. :: Privacy Statement :: A=g5Mj lv Statement :: Refund Statement Under Florida law, email addresses are public records. If you donot want your e-mail address released In response to a public -records request, do not send electronic mailtothisentity. instead, contact the office by phone or by tradt tonal mail., If youhaveany 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 emans provided may be used for official communication with the ficensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. TodetermineIf youarealicensee under Chapter455, FS., please Udc here . Product Approval Accepts: aFE https://www. floridabuilding. orglprlpr app_dtl.aspx?para]n=WGEVXQwtDgv3yVVKJZIQ... 7/20/2015 NOTICE ®FPR®DUCT CERTIFICATION Certification No.: NI00532 - Company: Therma-Tru Corporation 108 Mutzfeld Road Certification Date: 10/15/2003 Expiration Date: 12/31/2021 Butler, IN 46721 p Revision Date: 02/24/2015 ti. Product: FiberClassic Opaque Fiberglass Door Inswing/Outswingw/ and w/o Sidelites nl.. i; Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Ontswing 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 labelrepresentsproductconformitytotheapplicablespecificationandthatallcertificationcriteriahasbeensatisl-sed. This product has been approved for listing within NAMI' s C¢rtifiecl Prod uct:[istlet :at:t N ' .'r s. i ti NAMI 's t;ertiffaallan ip ram is-eacretlitedb . The:Atnerl n National Standards Institute ANSi:. Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Comments Outs win O a ue Opaque Size 3' 0" x 6'8" PosMe 67/- 67 Rated No ETC-01-741-10703.0/L-2097/TTF-253F X I/S ... Single Opaque 3'0" x 6'8" 671-67 No ETC-O l-741-10703.0/L-2097/'ITF-254F f O/S Sin le Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097/TTF-253F Standard Aluminum Astragal .. XXI/Sr Double XX O/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741-10703.0/L-2097/TTF-254F Standard Aluminum Astragal Double Opaque 610"x 6'8" 471-47 No ETC-OC-741-10703.0/L-2097/TTF-253F CoaAal Aluminum Astra al XX1/S Double O/ S Opaque 6'0" x 6'8" 47/-47 No ETC-O i-741-10703.0/L-2097=F-254F Coastal Aluminum Astragal .... XXDouble OXO/ OX/XO Sin le wlSidelites OXO/ OX/XO Sin le w/Sidelites ... I/ S O/ S Opaque Door 5'4" x 6'8" +401=40 No ETC-01-741-10593.0/L-2097/TTF-253F Glazed Sidelites Opaque Door 5'4" x 6'8" +401-40 No ETC-01-741-10593.0/L-2097/T`I F-254F Glazed Sidelites . -2097/TTF=253F Opaque Door 8'4" x 6'8" +401-40 No ETC-01-741=10593.0/L Glazed Sidelites Standard Aluminum Asira ai. Opaque Door 8'4" x 6'8" +40/-40 No ETC-01-741-10593.0/L-2097/TTF-254F Glazed Sidelites / Standard Aluminum.Astra al . No 1TTF= 253F Opaque Door 8'4" x 6'8" +47-41 ETC-01-741-10593.O1L-2097 Glazed Sidelites . Coastal.Aluminum:Astra al 47/-47 No ETC=OI-Et-I0593.0/L-2097%TTF=254F Opaque Door8'4" x 6'8" Coastal.Alutninum Astra al Glazed Sidelites. Management Institute, Inc./4794 George Washington Memuria VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 OXXO Doublew/ Sidelites.... I/S OXXO Double w/ Sidelites OXXO Doubl, e. w/Sidelites.. OXXO Double. w/ Sidelites National O/ S I/S O/S Accreditation 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 bed within this document. The fication The "Notice of Product Cert'fc ti tittlp slnnt'cableid it tsDeCifihe cation and that alICertificationlcertificabelhottioncreeniteriahasbeenspliedtotheatisfied. Thisuctasiprodcthasbenapprovedforlistingwth'm 4.: ..'__.__.i__. +.+ l ad -A...A. Inetitute fANRtl IauCl lCtll c3cnw t.. v......._...... +..__: "'r..-- NAltit1's Certified. Prod Li tilt at` resn: ' oin:: NAMI's eirt . esi an.. ro rarn s a Test umberReportNp Insw[iig Glazed Maximum nDesigng Pressure Missile lmpsct Configuration or In or O a ue Size Pos/Ne Rated CommETC-01 741 ,_ - 0702.0 -2096/TTF252F X Out, I/S .......... Opaque 67/-67 No Sin le 1TC-01-741-10702.0/L-2096/TTF251F X O/S Opaque Sin le I/S Opaque 6+ 0n x 6+ 8 " 40/-40 No ETC-01-741-10702.0/L-2096/TTF252F XX Standard Aluminum Astragal Double....... J. 6'0" x 6'8" 40/-40 No ETC-01-741-10702.0/L-2096/TTF25IF XX O/S Opaque Standard Aluminum Astraggaiv Double 6'0" x 6'8'' 55/-55 No ETC-0I-741-11 a08.0/1,-2151/TTF252F XX I/S Opaque Coastal Aluminum Astra al Double 6'0"x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF251F XX O/S Opaque Coastal Aluminum Astra al Double I/S Opaque Door 514" x 61" 40/-40 No ETG01-741-11008.0/L-21S1/TTF252F OXO/OX/XO Sin le_w/Sidelites ...... Glazed Sidelites 5' 4" 6' 8" 40/-40 No ETC-01-741-11008.0/L-2151 /TTF251 F OXOIOX/XO O/S Opaque Door x Sin le w/Sidelites Glazed Sidelites 8'4" x 6'8'' 40/-40 No ETC-01-741-11008.0%L-2151ifTF252F OHO I/S Opaque Door Standard Aluminum Astragal Double w/Sidelites . Glazed..Sidelites 8'4" 6'8" 40/-40 No ETC-01-741-11008.0/L-2151 /TTF251 F OXXO O/S Opaque Door x Standard Aluminum Astragal Doublew/Sidelites Glazed Sidelites 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/TTF252F OXXO I/S Opaque Door Coastal Aluminum Astragal Double w/Sidelites :...: Glazed. Sidelites. 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151nTF'251F OXXO O/S Opaque Door Coastal Aluminum Astra al . Glazed Sidelites. wYi __ :air...:.:.. WA '11(Tf 1J.V:UUIa wr...u..... w.. .... .. :- . National Accreditation & Management Institute, 6845124/Eax (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 3 •ti: is ang 4. 4" 4 4"!" 4" 4 • t YY y w,• n . 11 y I I `MULL.ION 11 rr t * t* ' e zMULLIONSHOWNFOR '' 4 I:I SHOWN FOR MASONRY_ d. '' 11 6 x Z4. I.I REFERENCE al b' mMASONRY. MASONRY REFERENCE g TYP. HEAD OPENING II OPENING TYp'; II II 9 raOPENING &JAMBS HEAD I HEAD 1I r qmain' JAMBS &JAMBS II a 2X BUCK: 11 It .. 2X BUCK' 2X BUCK in it LI MULLION 1 o tioitSHOWNFORroaio (,I REFERENCE. I I p to ii.y '' c.Y• .. ... Slum.5.14•1.•ITES7INCIFW/S DELITE R4)K ANCHORING BUCK ANCHORING o 0 ram. a 4" 4- 4M I 1 ; j 12 m MULLION SHOWN FOR MULLION IAISHOWNFORIMASONRY.P OPENING TYP. HEAD Il HF.AOII REFERENCE REFERENCE II QJAMBSASTRAGAL SHOWN FOR & JAMBS a, .. 0 2X BUCK REFERENCE 2X J. 1:1' 1.#2 kmin.&G.t0.55. 1, BUCK ci g m CeNRy s' i i 1 ASTRACxAG 1 s atXhdtaCaf the comers maybe ad)usted tomaintain the min. 11: SHOWN edysdPikipope todwarjoinla TER-lnusl be od)usted to I(; roo2Cangnslsdichorlbhotksns. noted asMAX. ONCENmainloln:ths Mtn. edOo fJkFancei4dfia:'1+? . "aafagncre etmG/lors II II I.1: "' a a y„uexn.ded. .~. `'' h'i• I 11' I I :,'2't 12 '0mayhe:letlOadtonnsun''the 71A740N. 3. Concrete anbhortaWe: Q I I I I saia N.T.S. d dWMT/GB; M -.••i owc..er: JK aHtCifrl alvext le, giA4BEA * at'1ridlr' a ! , r.'• :^ DOUBLE V!/SIDE ITS `AW Np N S: LrS a e P p91IBI.I 523f3 MASONRY TAONe 114 1-1/4" r BUCK ANCHORING OPENING BUCK ANClaQ.RlNIe FL-15225.5-68 c a (3 [MY f,5 IN PAIR2 7 S 3 TYP. 3 4 7'- v A W/2X BUCK 3. ... . I . . - - 4" --- A SEE WTIVl; J A SEE NOTE 3111".: 3" SHEET3SEEDETAILINSTALLATION W/ IX BUCK INSTALLATION P. HEAD bo, 3: RA(; ALjUl ASTMULLION JAMBS t REFER SHOWNFORSHOWNFOR1REFERENCE REFERENCE ONLY ONLY 1. SEE 4" DETAILVf 9 + 112OW- 11AI, F-11pouBLE- noog W4s-101 LT_ 14- VIE W- DOUBLE DOOR SHOWN W1 OMONk rORRUrATEO ALsicapE 70 Item DESCRIPTION TMaterial _ EEL A* xFH.. 0 0 'SCREW PFH WOOU SCREW X 1" PFH WOOD SCREW STEEL. JI.- r liR fngL- to Frome)' 10 x 2 . :P_ -- Do SCREW 8 x 2=1 Z LG. -PF_H WOOL) SCREW STEEL SCREW xz qPrELCO, OR' ITW` CONCRETE -SCR 7 4 ITW P Y SCREW 0 4GOCRsV P170NIH57-1_L11. 3 TE SCREW E L IT MASONRY30uo PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE CONCRE 301OR HOLLOW BLOCK CONFORMINQ TO ASTM, C9,0, AL 1 4 PFH 11W CONCRETE SCREW 22_ SG > EADER A4R uGAg PINE .=,0.34.) WOOD 21 3 4 THK. PRFq.;t]RF TREATED SIDELRE PAD 30 X I - X 25 GA, CO R GATED AST NER SrEC W/2X BUCK INSTALLATION 6" UA J UCKIMHSSEE-,,. DETAIL k% o 1: BU CK KONINSTALLATI W12XBUCK 3 TALLATION1. !NSTALLATION. W11XBUCK111. DELI j INSTALLATION ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME oa AS SHOWN. N Ali BY-. JK ! a bw. Err., DETAIL DRAWIWO NOI. rt Fl.-15225. 5-68. INTERIOR. EXTERIOR EXTERIOR VE . I CROSS S C!I .N contt n INTERIOR EXTERIOR INTERIOR. d 'VERTT AL.CROSSSggON Ou . p cCilfigvftl' sR 9 W:' tfS a. way 15225.5-68 n MASONRY 2X BUCK--"' II? HEAD JAMBS SINGLEE DOOR U .K ANCHQW9 4 4 . 4" 4• t4. U•y t KjIMULLION MASONRY. ' ` • SHOWN FOR.: MASONRY OPENING IAQ, i 1. - RE. fERNC OPENING iYt', 1 I HEAD 1 i. AA1Bs, &JAMBS E in 2x BucK rWnd11 (d o j' ,.MULLION : 3d SHOWN FOR REFERENCE 2X BUCK j I 11, i I ci o o ar II —;- ray I, I. a INGI_F W/SIDELITE alNGLE W/SIDELITES RUCK ANCHORING BUCK ANL'HO.RLNSx o 0 MASONRY OPENING 2X BUCK NO1E5:. 1. 27ttiuck tNn. S.G. z0.55. t i GONCREfEANCHORNOIES: I. Concrete onchorr Iocouans atthe comers may ha adjustedtomalntafn themin. edge dfstance fo locations not2. Concrete anchor locaffonsnoted as'1NAX. ON CENTER" must bead)usfedto j. mainfoln the min. edge dhfance to mortarlotnfs, additional conrrefe anchorsmayberequiredtoensurethe'MAX. ON CENTER" dimension are riot exceeded. i 3. Concreteanchortable: AiW. 4WfNy01t iyytii+.yl fb % SA6 OW. tIK ..ICN GMIwArV'• yy•y TArcoN u EtGCCN: 1.1/4" 1" a a 8 II. K•,• I I:Itg tor' II MULLION MULLION wISHOWNFORI'i TYP.. HEAD Ifs TYr.. II REFERENCE p SHOWN FOR g REFERENCE JAMBS jl ASTRAGAL SHOWN FOR HEAD JAMBS REFERENCE I'I I f. SHOWNAFOR Z e2X- .'. (. e j1BUCK al REFERENCEe e It' G I1. c'-' a e e o i t L1: II e II 00v) (; a o N.T.S. s 9eawo, f7r: JK m eArCIIK. tN: LFS y.:. ff:" J•'i• DOUBLE W/SIOELITES OMwINC 11 J. N FL— 15225.5-80 nDUUB1,•E DOOR BUE ANC ORING MASONRY OPENING BUCK ANCHORING a"sNesr 2 a B T. tn di A in W C-1 0A 4. A NOR 6' 2X K SEE DETAIL IV A( 3t)(' rI -TALIA! NoN SEE OETAIL I.. Pil wp. HEAD & JAMBS Z AtOAGAA. SHOWN FOR REFERENCE wZO= ONLY A- SMWN W1 OMW CORRUNTED FAStOWAS, MV I" M?. ALLsiDvMTODOORJAWO"ECTRM) F 7 0 DETAIL_ A ATTACH AOW SOLT STRIKE PLATE TO FRAME AS SHOWN, A DETAIL z stj A 40 3: ciM 11 a1411X I cNk. en vs 171111105N2021. 5.5-801 INTERIOR rE EXTERIOR, a. cal.Crtc tisuvtng:c ,. pow". EXTERIOR. INTERIOR ffMOCA l GRt1SS SCi1(MswTngeon{Spyrbiioo EXTERIOR INTERIOR SM GA--f- Sf € Eonr, w EXTERIOR. INTERIOR z Z-4LorZcq =. o = re O J EXTERIOR INTERIOR z z i mS 13 fi7 s' OR db- yr • , N m ti AL 55 ;i1rA6nitguCo.- atVfgllLCn—L a d EXTERIOR 3 pRiiOMAE O O conf Noi a.9,ts., sputa INTERIOR EXTERIOR 1...y}R,rn,uret cknSS ECiIOM: Kwi tgconfigwoNoo INTERIOR s EXTERIOR_ ou r n p:coiae culkM69JlS'IomD' n0 n om s dand I 00 16" .1HEAiDTY .® HEAD vl a!u' wl=i m. HEAD4#11dHEAD w d4/16wLs AD TIM.Q•MULLION r 64118' HEAD.p,dFSHOWNFOR ''I ; z REFERENCE REFERENCE o TYP. 0 JAMBS ' u4169/16" JAMBp0ttP. 0JAMBSq9116' JAMB T6"JAMBSEESEE.... DETAIL.1b .:. DETAIL".>' \SCi .Ilt • SEE II _ n AIL"4' DErAn." ra'3' z 12 r m LU a F- VIEW " C :"C" SINGLE DOOR W/SIDEiREl c . 0 SINGLE earlEeoORW/SIDELIfE VIEW' B ="B" SINGLE DOOR VIEW "A" -"A" a VIEW " E" "E" VIEW "D"-,"D" N carTc AaH 24; tarietioF,loLwHwlsof the comers maybe adjustedtomaintainthemin. eilysti lt1uro7 hclr frcoa nsnfs. g Co maintain the m;n. edgedisnoted as MAX. ON CEME7onal be adjusted h DETAIL " 1" DETAIL .."2.". to maintain the mfn. edge distance to mortarCENTER" dim anal concrete anchor Oft z mayberequiredtoensuretheMAX. ON CEMER" dimension are not exceeded. 3. Concrete anchor table: 2 AA1Tb .... ' TYi Ad1riGENF ', A17GN011.: ANCHotts"'ta1`. " ow: . ilk' 1-1/4" r 4" B TArCON co Dll " 4" AtaN aTn_ arr vs t" dor H 6. earn 2t t' ? soon N, T.S. ULiRACON a AS SHOWN AS SHOWN24: tlst, erg , (,FS T O DETAIL "3" SIDELITE NOTES: DEfAII"5" F1-15225-68M .o t the jamb with (12) #8 X 2 Pm• wood screws. there are (4) of each secun 1, ThesfdeBfeIsdirectsetmoverticaljamb, from the top down at 13.5 , 3 T ", 48.5' 6 66". There are (2) at the header o 4 y from the outside comers of the flame. There are f2) at the sill, 4" from the outside comers. 5 R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building IndustryBP.O. Boa 230 Valrico, FL 33595 Phonc 813.659.9197 l Florida Board orprofessional Engineers Cenificale orAuthorizetion No. 9813 product Name Product Sub Category Manufacturer Cate o .._., Smooth -Star" and "Benchmark by Therma Tru" Therms Tru Corporation Swinging 1181ndustrial Dr 6.8 Single & Double Opaque or Glazed Panels wl & w10 Sidefites Exterior Exterior Door d erton.OH Inswing ! Outswing E43517 DoorsAssembliesPhone4.19.298.1,740 Insulated Fiberglass. Door with. Wood Frames.. "_. report issued R W Building Consultants, Scope: T eermaTru Cooration, b sed onyRuleChapter No. 61G20-3,IMet od 1Aof the State dof FloridaProduct Approval,Deptof Business 6 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributingtheproductorinanyotherentilyinvolvedintheapprovalprocessoftheproductnamedherein. Umitations: 1. This product anchoring has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "HighVelocityHurricaneZone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Productanchorsshagbeaslistedandspacedasshownondetails. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wait coverings. 3. Woodscrewsshagbeinstalledfollowinginstallations instructions of ANSI AFBPA NDS 2012. AD other fastener types to be installed following fastener manufacturers installation instructions. nter-center distances shall be specked by the fastener manufacture, but in no instance shall they 4. fastenerembedmentdepths, edge distance and ce be lessthanshownindrawingFL-15225.5-68. 5. Whereshimsareused, they must be a "rigid / stiff' material that complies with the requirements .of the FBC. 6. PositiveandnegativedesignpressurerequirementsforusewithdrawingFL-1522&5-68 shall be determined by others for specific jobsin accordance with the governing code. 7. Siteconditionsthatdeviatefromthe details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents. 1; :Test R.mod- ET" 741- 10702.0 Teak Standard ASTM E330- 02 ! TAS 202-94 146060147 2 / E1886-0 1996-02 ASTM E330-0E TEL011-11008. 0 TEL 0 2. Drawina No. Prepared by No. FL-15225. 5 68 RW Building Consultants, Inc. (CA #9813) 3. Catculatlons Pre a d Anchoring RW Building Consultants, Inc..(CA#9813) Sheet 1 of 1 Taatlna is ratoi r ETC Laboratories ETC Laboratories Testing Evaluation Lab. Sisrned by Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Lyndon F. Schmidt, P.E. Ctnn ::$`Sealt d f71r Lyndon F. Schmidt, P.E. Ianeri 81;aa1e8 tilt. Lyndon F: Schmidt, P.E. t.tiilJtJ Lyndon F. Schmidt, P.E. FL PE No. 43409 2/612015 REVISIONS REV DESCRIPTION GATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISEO PER NEW TESTING 10/15/13 R,L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. D REVISED INSTALLATION DETAILS 08/05/15 R.L. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=7,6 WAS USED FOR WOOD ANCHCR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS., 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8, SHIM AS REQUIRED AT EACH .INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR .SELF DRILLING SCREWS WITH - SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM t SIGNED 1012712015 MI WINDOWSD LLC I1toLAKESIDEPARKWAY FLOWER. MOUND, TX y R //// 75028 CEN, TABLE OF CONTENTS SERIES 430/440 XIX SGD N0. DESCRIPTION x 96" REINFORCEDESHEETNOTESu143" A = AT OF 1 NOTES DRAWN: DWC N0. REV 0I/;•. C0R1aP• 2 ELEVATION F.A. 08-00503 D SS \ IONAI.tE` I 3 - 9 'INSTALLATION"DETAILS""' SCALE NTS DATE 02/23/09 SHEET OF s L t 143" MAX FRAME WIDTH. SEE CHART FOR NUMBER OF LOCATIONS' REOUIRED 17" MAX 6" MAX6" MAX O.C. 1 S. MAX I 17" MAX D.C. 96" MAX FRAME X XHEIGHT 6" MAX l ^ SERIES 430/440 JC1X SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING j t40.OPSF NONE SEE CHARTS #1 AND 92 FOR OTHER UNITS RATINGS Ii 1 i I r` REVISIONS REV I DESCRIPnON A ADDED CHARTS 8 -'REVISED PER NEW TESTING C ADDED FLANGE INSTALLATIONS CHARTK7 D `REVISED INSTALLATION DETAILS WHERE WATER INFILTRATIONRESISTANCE ISREQUIRED SEE ,NOTE9 SHEET1 Design pressure chart (ps0 Frame, Height SinglePanel and Total Frame WOO (In) 30.0 36.0 42,0 47.7 in) 90.00 108.00 126.00 143.00 Pos Neg Pos Neg Pos Neg 04.0 40.0 60.0 4..0 57.9 40.0 52.0 88.0 40.0 80.0 40.0 54.6 40.0 48.9 NE92.0 40, 59.6 40.D 51.7 40.0 46.1 96.0 FO 56.6 0.0 49.0 401.01 43,7 40.0 40,0 CHART p2 WHERE WATER INFILTRATION RESISTANCE ISNOTREQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (ps0 Frame Single Panel and Total Frame Vddth In) Height 30.0 2&0 42.0 47.7 in) 90.00 108.00 126.00 143.00 Pos Neg Pos I Neg Pos Neg Pos Neg 84.0 0.0 60.0 57.9 1 57.9 52.0 52.0 48.0 1 46.0 68.0 60.0 60.0 54.6-1 54.6 48.9 1 48.9 45.0 1 45.092.0 59,6 59.6 61.7 51.7 46.1 46.1 42.3 42.3 96.0 56.6 56.6 49.0 49.0 43.7 43.7 40,D 40.0 CHARTA3 Number of anchor locations required Frame Heigh[ In) Singla Panel and Total Frame Width in) 30.0 36.0 42.0 1 47.7 90.0 1 108.0 126.0 1 143.0 HBS Jamb I H&S Jamb HdS Jamb HdS Jamb 84.0 6 6 7 6 a 6 9 6 83.0 6 6 7 6 8 6 9 6 92.0 6 6 7 6 8 6 9 6 96,0 B 8 7 6 8 6 9 B DATE APPROVED 03/68/12 R.L. . 10/15/13 R.0 12/06/13 R.L. 08/05/15, R.L. Is ,9 SIGNED: 1012712015 MI WIN LLCANDKESIDEPDOORSIDOW FLOWER. MOUND, TX 75026ENS 9dii F 0 51 y y SERIES 430/440 XIX SGD 143" x REINFORCED ELELEVATIONS TAT OF DRAY/.V: F.A. OWO NO. 08-00503 REV. D iOCC .c ORIOP• i tp 7j/ONAI- SCAEE NTS DATE '02/23/09 SHai', 2 OF 9 1/2" MIN. I EDGE DISTANCE I 1 3/8" MIN. WOOD FRAMING EMBE4MENT OR 2X BUCK BY OTHERS I 1/4" MAX. TA't0 1vCOD II SHIM SPACE SCREW EXTERIOR II 11 II II 11 11 INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT E 1 /2" MIN-- EDGE DISTANCE 10 WOOD SCREW IE SET IN APPROVED WOOD FRAMING OR 2X BUCK BY OTHERS MIN. v1ENT 1 /4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 110/15/13 R.L. C ADDED F,.ANGE.ADDED INSTALLATIONS l 12/06/13 R 4/06/13 R 4. D REVISED INSTALLATION DETAILS 08/05/15 R.L. JAMS INSTALLATION DETAIL WOOD FRAMING OR 2XBUCK INSTALLATION LV'JG UIJ 1/I`1UG VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION MI WINDOWS AND DOORS LLC SIGNED: 70/27/2015 R• Lp411900LAKESIDEPARKWAY FLOWER MOUND, TX 75028 w•4\GBNSF9cP:' SERIES 430/440 XIX SGD 0 61= NOTES: 143" x 96" REINFORCED 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, FRAME INSTALLATION DETAILS TAT NOT SHOWN FOR CLARITY. OTHERS TOBE2. IT owC NO. FADESfGNEDINACCORDANCEWHASTME2f 08-00503 C G\jOSCALE NTS IDATE 02/23/09 ISH.ET3 OF 9 L 3/4" , MIN. EDGE DISTANCE METAL ' {I 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS 1 /4" MAX. . SHIM SPACE JI i 5/4" MIN. 10 SMS OR EDGE DISTANCE INTERIOR SELF DRILLING T— SCREW EXTERIOR INTERIOR # 10 SMs OR SELF DRILLING SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT f SMS OR METAL SEL DRILLING HI H I NH L BSTYRSCREW OTHERS. I METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 EXTERIOR REVISIONS REV DESCRIPTION I DATE1 APPROVED A ADDED CHARTS 03/06/12 R.L. 9 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/L3 R.L. D REVISED INSTALLATION OETNLS 08/05/15 I R.L. 10roul JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION L 4— 1' SIGNED: 10/27/2015 MI WINDOWS AND DOORS LLC 0\111111I///, 1900 LAKESIDE PARKWAY LOWER MOUND, TX 75028 S v 0.51 kSERIES430/440 XIX SGD 143" 96" REINFORCED kINSTALLATIONFRAMEDETAILSTAT OF j'F•<ORIOP•\ DRAWN: F.A. orcNo. REv 08-00503 flllllll s1- NTS IDATI.02/23/09 ISHEEr4 OF 9 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. iEDGE DISTANCE 1 1/4" MIN. a EMBEDMENT 1 1/4" MIN. L 1/4° MAX. EMBEDMENT I I SHIM SPACE 2 1/2" MiN. EDGE DISTANCE e u I INTERIOR 1/4'. MAX. P SHIM SPACE 3/16" TAPCON 3/16" TAPCON ' l CONCRETE/MASONRY I F1BYOTHERS r:a REVISIONS - REV I)MRIPT.ON DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING- - 10/15/13 1R.L. C- ADDED FLANGE INSTALLATIONS 12/O6/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. jL SIX KE 1,10 EXTERIOR 1NTERfOR SILL TO BE SET IN EXTERIOR A BED OF APPROVED ° SEALANT JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINSTALLATION TO BE PROPERLY SECURED g SEE NOTE 3 SHEET 1 r NOTES: 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO 6E DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL GROSS SECTION CONCRETEMASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE SIGNED: 10/27/2015 MI WINDOWS AND DOORS LLC `\0\111IIf ll//, FLOWER MOUND, TX1900LAKESIDERKWAY 75028 S GEN 9 iy SERIES 430/440 XIX SGD *• o, &51 143' x 96" REINFORCED - p'aFRAMEINSTALLATIONDETAILS q1 , TAT OF t( QRAYIN: DWG 10, REV scAAe N7S oaE 02/23/09 08 SOOLSS30F 9 D %/j'/ONA1.I\\ NN Ar REVISIONS i 1/2" MIN. EDGE DISTANCE REV DESCRIPTION. DATE APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING I0/15/13 R.L. 00D FRAMING J ' EMBEDMENT C ADDED FLANGE INSTALLATIO14S 12/06/13 R.L. OR 2X BUCK D71 REVISED INSTALLATION DETAILS 08/05/15 R.L. BY OTHERS 1 I 3/8" MIN. 1/4" MAX. 1 1/4,, i, EM9EDMENT SHIM SPACE 1 Q Ji SHIM SPACE 1/n„ MIT— INTERIOR 10 WOOD EDGE DISTANCE SCREW r EXTERIOR I I INTERIOR l I j #10WOOD SCREW I10 WOOD) .4 ;, SCREW `"` -; SILL TO 9E SET IN ABEC'OF APPROVED SEALANT WOOD FRAMING OR 2X BUCK ; EXTERIOR BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS 1 3/8" MIN. EMB= OM,EN T1/ 2" MIN.' EDGE DISTANCE VERTICAL CROSS:SECTION.. WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012712015 MI WINDOWSANDLLC DPARKWAY FLOWER MOUND, TX 75028 w`4 r ENs 9(p% NOTES: 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 430 440 XIX SGD 143" x 96" REINFORCED O,S 51 NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS fir TAT 0 F 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBEDESIGNEDtL 0'/ D IN ACCORDANCEWITHASTME2112DRAWN: DWG N0. F.A. REV iFs' 40ROt 08-00503sateNTS DATE 02/23/09 sREETg OF 9 D /Y/ S ONAl.1N\\\\ METAL STRUCTURE BY OTHERS jj10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1=JC! EHIpH 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 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 I 1/4" MAX. u SHIM SPACE 10 SMS OR SELF DRILLING 3/4" I MIN. SCREW EDGE DISTANCE INTERIOR T C INTERIOR 10 SMS OR CSELFDRILLING SCREWS SILL TO BE SET IN A BED OF APPROVED SEALANT METAL STRUCTURE II II BY OTHERS EXTERIOR REVISIONS DESCRIPTION ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS aEC- owl c-:, C JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION I L--.- I c- L--, L 1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN! OWC N0. F.A. 08-00503 SCALE NTS DATE 02/23/09 " - SHEET7 OF 9 DATE APPROVED 03/06/12 R.L. 10/15/13 R.L 12/06/13 R.L. OB/05/15 R.L. SIGNED: 1012712015 6 E NS 9J;% 5 O TAT ." ' 40R1DP' 9/ ZONALIE G\ REVISIONS 2 1/2" MIN. REV DESCRIPTION GATE APPROVESCONCRETE/ - - r EDGE DISTANCE A ADDED CHARTS O6 R.L. MASONRY 03 I / / 6Y OTHERS B REVISED PER NEW TESTING 10%75/t3 R.L. e• ^' 1 1/4" MIN, C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. EMBEDMENT 1 1/4" MIN. 1/4" MAX. D REVISED INSTALLATION DETAILS 08/05/15 R.L. EMBEDMENT I SHIM SPACE OPTIONAL 2 1/UISTAN( 1X BUCK EDGE ° INTERIORPROPTOBE SECURED I ,,jjJjj 1 /7M,11. SESNOTEE33 SHIM SPACE SHEET 1 3/16" TAPC. 1 3/16" TAPCON j e 1R CONCRETE/MASONRY EXTERIOR INTERIOR BY OTHERS Fill 3/16" TAPCON 1' Q i SILL TO, BE SET IN + d EXTERIOR 1T A SED'I.OF APPROVED ° I SEALANT OPTIONAL 1X BUCK JAMB INSTALLATION DETAILTOBEPROPERLY SECURED CONCRETE/NASONRYINSTALLATION MASSEE NOTE 3 SHEET 1 ONRY/ I CON p BYOTHERSa c 1 1 /4 MIN. 1. a 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 5' EMBEDMENT NOT SHOWNFOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE e' I DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION 2 1/2" MIN, CONCRETE( MASONRYINSTALLATION EDGE DISTANCE t 1-- t SIGNED: 1012712015 MI 1900 LAKESIDE PARKWAY DOWS D LLC \\\\\S1 R I IL/o FLOWER MOUND, TX 75028 ti •°GENS •9s% FSERIES 430/440 XIX SOD ;*• 0 51 k= 143" x A REINFORCED = o FLANGEINSTALLATIONDETAILS.` $TA T OF DRAWN: REV ` ORio.• F. A. 08-00503 p/S's/0• • • G\\\ r:'..... cALE•NTS DATE 02/23/09 1?HEET8 OF 9 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP e 1 1/4" MIN. EMBEDMENT T 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" I L EXTERIOR J \— PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE METAL STRUCTURE BY OTHERS TRIM -- INTERIOR HOOK STRIP - REVISIONS REV DESCRIPII014 DATc APPROVED A ADDED CHARTS OS/06/12 R.L B REVISED PER NEW TESTING 110/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D I REVISED INSTA_LA"IDIJ DETAILS 08/05/16 1 R.L. 3/4" MIN. EDGE DISTANCE SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM tlEM30, 8" MIN. EDMENT HOOK STRIP WOOD EWEXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING 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 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN: DWG NO. F.A. 08-00503 SCALE NTS DATE 02/23/09 sNE-T9 OF 9 SIGNED: 1012712015 P, IIL O ii DENS• q'p 51 TTAETicOls MONAL1Ea BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications 4FBC Stall BC1S Site Map - Links Search dbprh .w Product Approval USER: Public User Prooyq`4cru[ri:Al. Mnau > QroQYP ar Aoafl rpw Sraren > ALmt:cmLion List > Application Detail FL # FL15080-R1 Application Type Revision Code Version 2014 Application Status Approved i Comments Archived jI Product Manufacturer WINDSOR DOOR MFG, LLC / DBA %#;NDSOR DOOR Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9253 RBELKNAP@WINDSORDOOR.COM Authorized Signature RODNEY BELKNAP RBELKNAP@WINDSORDOOR.COM i Technical Representative I Address/Phone/Email I Quality Assurance Representative j Address/Phone/Email I i Category Exterior Doors Subcategory Sectional Exterior Door Assemblies I Compliance Method Evaluation Report from a Florida Regi Professional Engineer Evaluation Report - Hardcopy RgG Florida Engineer or Architect Name who developed the JOHN SCATES Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. i Quality Assurance Contract Expiration Date 08/28/2018 Validated By i Kurt Dietrich PE Validation Checklist - Hardcopy Ri Certificate of Independence fu5no Rl cot Referenced Standard and Year (of Standard) Standard ANSI/DASMA115 DASMA108 Equivalence of Product Standards Certified By Sections from the Code Architect or a Licensed Florida Year 2005 2005 FL # Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, F55 Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5080 Ri II 99AQ6-1=revR 9ambAttach s odfApprovedforuseoutsideHVHZ: Yes F„QqRLK ''L Mail s.odfImpactResistant: No ! FL15080 — oiifDesignPressure: +22.9/-26.4 I Verified By JOHN E: SCATESj PE ,FL 51737Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X TO" OTHER Created by Independent Third Party; YesSIZESANDPRESSURESARELISTEDONTHEDRAWINGSEvaluationReports FLS.5090 R1 AE Evai Reooru ResPan ria s adf Created by Independent Third Party: Yes 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2- LAG SCREWS 2' GALV. STEEL VERTICAL TRACK 16GABOLTED TO 14 TRACK BRACKETS WITH 1/4"-20 X TRACK BOLTS, OPENINGHEIGHT 14NOTOVER OR HEIGHT) 13 3/4' X 1-1/2" X 13 GAGE MIN. 1/4' x 1/2' LONG GALV. STEEL HORIZONTAL ANGLE, 115E EXTRA GARBAGE BOLT i NUT 1/4" X 3/4' HEX HEAD SELF r MILLING gqSCREWSHEUSEET2EITAL• SCREiYS« iALV, STEEL HORIZONTALK16GAGEOR13GAGE M ON THE WEIGHT THE DOOR. DETAIL D 63" (16 X 7) 74" 1IS X 8) 42" (16 X 7) 50" (16 X 8) 16 GAGE GALV. STEEL 5 STRUTS TOP BRACKET WITH 143' 20GA WIDE P. 7)) SEEEOETAL D. ROLLER 3' iBCA W. (18 % 8) A OPTIONAL SSS SEE DETAIL. A). F~ GLASS LIGHTS 2' ROLLER WITH 1 7' OR 8' L ILJ7/16" DL4 STEM. TIRE;77E B B IS X57jEL7 BAIL SHORT STEM16 X 8) 10 BULL LONG STEM OPTIONAL LOCK STRUT ON UPPER PART OF SECTION AVER HENCE LEAF. (SEE DETAL 8). 6'(DOUBLE CAR) GALV. STEEL [ 14 GAGE) COMMERCIAL 4')) X 16' AIR(( VENTSO OPTIONALENDHINGEATTACHED WITH 5 FASTENERS. IN4CHRMND TOTALOPENAREA), OPTIONAL LONG PANEL CENTER STILES (,5 COLUMNS EMBOSSES CENTER HINGES COLUMN GALVANIZED- STEEL STRUTATTACHEDUSE ONE EXTRA SELF DRILLING SCREW THROUGH j3 WITH 1 / 4" X 3/4" TOP LEAF OF HINGE, LONG HEX HEADENDSIRE8RAILSELFDRILLINGSCREW 2 PER VERTICAL STILE) TYPICAL FOR EACH _ END HINGE 128" 20 GAGE END STILES I- 21" (15X 7) 1/2' POLYSTYRENE 20 GAGE BRACKETS EACH SSE - 24" (16 X 8) S SS STANDARD FORSSTRUTON ECTION NVUP UPPEROF3• END CAP t MODEL 735. LEAF, ( SEE MAIL B). 13 S' 1- 3/8' POLY! 21" OR 24" HIGHV(':T' INSULATION Of20 GAGE END STILES - FASTENED WITH FOR MOD. 72, TOG-L-LOCSTOPANELUSEENDCAPPANELGALA. AND750, 755, 42, OVER END STILES. ( SEE DETAL C) PREPAINTEO STEEL 25 GAGE ALLUT ON BOTTOL STOP MOULDING NAILEDEVERY9" MODELS E%CEPT6-D TYPE NAILMIN. --.24 GAGE MODEL 750, 755 E GALV. STEEL BRACKET D, WITH 2 J T_ ILAGSCREW5/ 16" X 1-1/2' ERS. BOTTOM SCREW CAN BE ABOVE SECTION B-B20GAGEGALV: STEEL CENTER STILE SECTION A -A OR BELOW ROLLER. TOG-L-LOC OR POP RIVETED TO PANEL 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL 1 DGA_ COMMERCIAL GALV, STEEL TRACK BRACKETS. SEE ABOVE FASTENED WITH (4) 1/4' X-3/4' FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' HEX HEAD SHEET METAL SCREWS. LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.5.F. TABLEDOORSIZE.. ., DESION_ P.RtSSUfIE JEST -PRESSURE _ WIDTH HOOHT POSITIVE NEGATIVE POSITNE NEGATIVE 16'-0 7'- 0" 18.7 20.8 28.1 31.2 16'-0 8'- 0" 18.7 20.8 NOTE: ALL NON - DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20X5/8' HEX BOLTS & NUTS OR i /4" X3/4" LONG HEX HEAD SHEET META, SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN D MONSTRATED TO WITHSTAND THE PRESSURES Tx-eE LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. FL-P 51737 972 492-9500 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. P.otaasionoW Engnee.l saoW pr4uoeo eroy.tor wrMicolan rindbod consl,vctiondeloih. µp.51737 ' STATE OF o 1 2. 75" ENE DETAIL A WAIL D DETAILCO / 3' 20CA WOE STRUT (16 X 7) 3" 18GA WIDE STRUT (16 X B 4 t UCKET0RAILS NOTE: DOOR MUST BE INSTALLED 1 DETAIL B WITH ERMgR 7M ELECTRIC OPERATOR OR A LOCKMUSTENGAGEBORNTRACKSONpORS WITH EXTENSION SPRINGS). NOTE: GLAZINGDOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC j T E8 i FOR ....[ UI'LL , 8918 AR 501) 562= 1872 MODELS: 724, 426, 730, 735, 750, 755 TOLERANCE FRC PART NAME: WINDLOAD RESIDENTIAL PAN DOOR Wl B 12/ 15/11RL828663/10/ 08 RLS tt/O65' ANG. 3 , SCALE NONE NEXT LEVEL PLOT SCALE OATS: 07 ORN.' BY RN owc. No. 99- B-079 284E 07 RLeE.C.N. DATE: APPROV. SHT 2 OF 3 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAG SCREWS - 2" GALV. STEEL VERTICAL TRACK 16GABOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8' TRACK BOL' OPENINGHEIGHT NOT OVERCOHEIGHT) 3/4" X 1-1/2„ ( 3) 1/4- CARRIAGE BOLTS X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE. 1/4' X 3/4" SHEET METAL EXTRASCREWS 3/4' y DHEXHEADSELF 2" GALV. STEEL HORIZONTAL LUNG SDRICREW TRACK 16 GAGE OR 13 GAGE DETAIL DBASEDONTHEWEIGHTOF THE DOOR. 1.25" 63 18 X 7)) 74 18 X 8) 3" SEE DETAIL "E' i f ALADETAIL 42 (18 X 7) 3" 18GA WIDE STRUT 50" (18 X 8) 1/2" POLYSTYRENE INSULATION 21" (18 X 71 STANDARD FOR 24" 18 X 8 MODEL 735. -\ DETAIL E 4 BRACKETS EACH SIDE 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP f DYER END STILES. ( SEE DETAIL C) STOP MOUDING .. I 6-0 TYPE LNAIL MIN. E EVERT g" I SECTION B—B \ GAGE GALV, STEEL WINDLOAD TRACK BRACKETS. SEE Al SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1- SCREWS dl WASHERS. PREPARATION OF JAMBS BY OTI OETAIL "E". P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 18'-0" 7'-0" 18.7 20.8 28.1 31 .2 18'-0" 8'-0" 18.7 20.8 28.1 31 .2 6 STRUTS - 1J GAGEGALV. STEEL TOP BRACKET 3" 18GA WIDFj WITH10GAGEROLLERHOLDER. NOTE THAT ROLLER HOLOQ2 (SEE DETAIL A CURL IS TURNED DOWN. SEE DETAIL D. OPTIONAL SSB - GLASS LIGHTS STRUT JUST, BELOW TOP BRACKET. 2" HURRICANE ROLLER WITH B 7/ 16" DIA. LONG STEM. TIRE: STEEL 10 BALL OPTIONAL LOCK A STRUT ON UPPER PART OF 18'(DOUBLE CA SECTION OVER HNGE LEAF. ( SEE DETAIL B). GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 6 FASTENERS.. SEE DETAIL B 4(') X 16" AIR(( VENT120 STRUTONUPPERPARTOFL ION SQ. INCH MIN.OPTIONALORHILGE5STRUT ON LOWER PART OF USE TWO EXTRA SELF DRILLING GALVANIZED STEEL STRUT ATTACHED 2" WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) POLYSTYRENE 21' OR 24" INSULATION OPTIONAL HIGH PANEL FOR MOD. 724, 730, GALV. AND 750, 755, 426. PREPRINTED STEEL 25 GAGE ALL ---STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MODEL 750, 755. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS. BOTTOM 2 SCREW CAN BE ABOVE OR BELOW ROLLER. 7 SECTION A —A 20 GAGE GALV. STEEL CENTER STILE TOG- L-LOC OR POP RVETED TO PANEL. 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4' X 3/4" HEX HEAD SHEET METAL SCREWS. NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS dt NUTS OR 1/ 4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. 121 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES In-rt D.J- r-ccu LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. N4f 492-9 725173700 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES 15 THE RESPONSIBILITY OF OTHERS. Professional Engineer's seal pronvided only for verification dloadconstructiondetails. SCREWS THROUGH HINGE LEAF, END STILE k RAIL AS SHOWN. TYPICAL EACH END HINGE. CONSTRUCTION STRUTSy 7' OR 8' 1 BOPTIONAL LONG PANEL EMBOSSES CENTER STILES (7 COLUMNS) CENTER HINGES (3 COLUMNS) 20 GAGE END STILES 16 GAGE END CAP e e O" e n rT-nn n 00 NOTE: DOOR MUST BE INSTALLED A RAILS WITH EITHER AN ELECTRIC OPERATOR t OR A LOCK MUST ENGAGE BOTH p TRACKS ON DOORS WITH EXTENSION 0 SPRINGS). / DETAIL 8 1 8' X 7' L. H. NOTE: GLAZING GOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC FL 15080 1 81 x 81 P. O. BOX111,8915Wn D"'i 7 2198915 AR a ( 501) 562-1872 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/15/11 RLB TOLERANCE FRAC. t 1/64" DEC. t .015 ANG. t 1" 2866 3/1 0/05 RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. N0. 99- 13-079 284811/1/07 RLB E. C.N. DATE: APPROV. SCALE NONE SHT 3 OF 3 2" GALV, STEEL HORIZONTAL TRACK. 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE ODOR. USE EXTRA7;c 1/4" X 3/4" HEX HEAD SELFRIAGE 4" X 1/2" LONG BOLT & NUT DRILLING SCREW 3/4" X 1-1/2" X 13 GAGE MIN. - GALV.STEEL HORIZONTAL ANGLE. v13GAGEGALV. STEEL TRACK SPUCE USM2MEIYAL"SCREWS^ OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" LAG SCREWS. DETAIL D 2" GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 18GA. (9 X 7). 16GA. (9 X 8). OPENING HEIGHT 63" (9 X 6) NOT OVER DOOR HEIGHT) 2 BRACKETS EACH SIDE) COMMERCIAL (9 X 7) 42" (9 X 7) 1/2" POLYSTYRENE 37" (9 X 8) (3 BRACKETS EACH SIDE) INSULATION STANDARD COMMERCIAL (9 X B) FOR MODEL 735 5" 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL. USE END CAP OVER END STILES ON 9 X B. 21" OR 24" SEE DETAIL C. HIGH PANEL STOP MOULDING NAILED EVERY 12° GALV. AND 6-D TYPE NAIL MIN. PREPAINTEO STEEL 25 GAGE ALL MODELS 13 GAGE GALV. STEEL BOTTOM BRACKETEXCEPT24GAGEATTACHEDWITH2FASTENERSMODEL750, 755 BOTTOM SCREW CAN BE ABOVE OR 2 BELOW ROLLER. 20 CAGE T LAG SCREW - 5/16" X 1-1/2° SECTION B—B 20 GAGE GALV. STEEL CENTER STILE TOG-L-LOC OR POP RIVETED TO PANEL. 1DGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE 18 GAGE GALV. STEEL CENTER HINGE RESIDENTIAL SECTION A -A. FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2" FASTENED WITH (4) 1/4" X 3/4" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. HEX HEAD SHEET METAL SCREWS. 16 GAGE GALV. STEEL TOP BRACKET OPTIONAL SSB A WITH14 GAGE ROLLER HOLDER GLASS LIGHTS SEE DETAIL D) 2" ROLLER WITH 7/16" DIA. STEM. TIRE: NYLON OR 7 BALL STEEL. (9 X 7). 2" ROLLER WITH 7/16" DIA. STEM. B TIRE: 7 BALL STEEL. (9 X B). OPTIONAL LOCK NOTE: DOOR MUST BE INSTALLED WITH EITHER AN ELECTRIC OPERATOR 9ORALOCKMUSTENGAGEBOTH TRACKS ON OORS WITH EXTENSION 3 STRUTS SINGLE CA SPRINGS). 3" 20CA SEE DETAIL A) 4("))X 16" AIRVENTS IN2CHR MIN. TOOL OPEN GALV. STEEL END HINGE COMMERCIAL AREA). OPTIONAL. ATTACHED WITH 5 FASTENERS. 14 GAGE. (SEE DETAIL C). 1.25" STEEL STRUT. GALVANIZEDATTACHED WITH 1/4" X 3/4" LONG HEX HEAD SELF DRILLING SCREWS. 3" 2 PER VERTICAL STILE) P. S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0" 7'-0" 22.9 1 -26.4 1 +34.4 39.6 9'- 0" 8'-O" 19.2 22.2 1 +28.8 33.3 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8" HEX BOLTS & NUTS OR 1/ 4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES_pE-51737 LISTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. 972 492-9500 d fesstonalEnglnears seal DETERMINATIONOFSUITABILITYFORSPECIFICSITESISTHERESPONSIBILITYOFOTHERS. vetl only for verification loadconstructiondetails. B1 7' OR 8" CENTER STILES AND HINGE 1 COLUMN THIS STRUT ON HINGE USE ONE EXTRA SELF DDROp LILGCREW THROUGH LEAF. (SEE DETAIL C) OTHER STRUTS IN MIDDLE OF TOP & BOTTOM SECTIONS. 2J5" END STILE & RAIL. DETAIL A 20 GAGE END STILES 3" 200A WIDE STRUT 1- 3/6" POLYSTYRENE INSULATIONp OPTIONAL FOR MOD. 724, 730 750, 755, 426. a O aO O• a O ! d ENDCAP USED ON I L.H.I 9 X 8 DOOR ONLY NOTE: GLAZING DOES NOT SATISFY IMPACT DETAIL C 9 X 7 DEBRIS REQUIREMENTS IN FOC FL 15080 9 X 8 wARP. O. BOX 11"CK915oRDOOR722198915e1 (501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B 12/15/11 RLB TOLERANCE 2866 3/10/08 RLB FRAC.t 1/64" DEC. t .015 ANG. f V NEXT LEVEL DATE: 11 1 07 DWG. NO. 99- B-079 284811/1/07 RLB E. C.N. DATE: APPROV. SCALE NONE PLOT SCALE DRN. BY BH SHT 1 OF 3 13 GAGE STEEL TRACK PUCE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2- LAG SCREWS 2" GALV. STEEL VERTICAL TRACK 16GA , BOLTED TO N4 TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. OPENINGHEIGHT N4NOTOVER OR HEIGHT) 3 4 BRACKETS EACH SIDE f 3 3/4' X 1-1/2" X 13 GAGE MIN. 1/4' X 1/2" LONG CALV. STEEL HORIZONTAL ANGLE. CARRIAGE BOLT NUT USE EXT3/ 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW USESH EEi2L EYAL" SCR 0 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 63" (16 X 7) 74"(16X8) 42" (16 X 7) 50" (16 X 8) 21' (15 X 7) 24'(16X8) 20 GAGE END STILES — FASTENED WITH TOG—L—LDCS TO PANEL. USE END CAP OVER NO STILES. ( SEE DETAIL C) STOP MOULDING NAILED EVERY 9" 6—D TYPE NAIL MIN. 21MTSECTION B—B 1OGA. COMMERCIAL GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2 LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE WIDTH 11Tj POSITIVE NEGATIVE POSITIVE NEGATIVE 16'-0" 7'-01. 18.7 20.8 1 +28.1 31.2 16'-0" 8'-0" 18.7 20.8 1 +28.1 31.2 DETAIL D 1/2" POLYSTYRENE INSULATION STANDARD FOR MODEL 735.- 16 GAGE GALV. STEEL 5 STRUTS — TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL D. 3' 20GA WIDE (16 X 3" 18GA WOE (16 X SEE DETAIL A) STRUT JUST BELOW TOP BRACKET. 2" ROLLER WITH 1 16 X DIA STEM.- 1 J TIRE: ST EL B 16 X 7 7 BALL SHORT STEM /f/f 16 X 8 10 BALL LONG STE OPTIONAL LOCK SECTION OVERUPPER PART OFGE LEAF. (SEE DETAIL B). 2" — GALV. STEEL (14 GAGE) COMMERCIAL END HINGE ATTACHED WITH 5 FASTENERS. GALVANIZED STEEL STRUT ATTACHED WITH 1 /4" X 3/4" LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE)' STRUT ON UPPER PART OF SECTION OVER HINGLEAF. (SEE DETAIL 65. 1 —3/8' POLYSTYRENEF" 21" OR 24" HIGH INSULATION OPTIONAL PANEL GALV. AND FOR MOD. 724. 730. 750, 755, 426. PREPAINTED STEEL 25 GAGE ALL STRUT ON BOTTOM BRACKETMODELSEXCEPT 24 GAGE MODEL 750, 755 13 GAGE GALV. STEEL BOTTOM BRACKETVATTACHEDWITH2 LAG SCREW 5/16" X 1-1/2" FASTENERS. BOTTOM BE ABOVESECTIONA -A RREWBELOWNROLLER. 20 GAGE GALV. STEEL CENTER STILE TOG—L—LOC OR POP RIVETED TO PANEL. 18 GAGE GALV, STEEL CENTER HINGE RESIDENTIAL FASTENED WITH (4) 1/4" X 3/4' HEX HEAD SHEET METAL SCREWS. NOTE! ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4"-20 X 5/8" HEX BOLTS k NUTS OR 1/4" X 3/4" LONG HEX HEAD SHEET METAL SCREWS. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES IA —FL StiJUtf—F-2ZU3 LISTED IN THE TABLE ABOVE VA 7IATESTINGTOANSI/DASMA 108-05. FL —PE 492-992—5173700 DETERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Professional Engineer's ceal wronvided only for variOca Uon ofdlcodconstructiondetalls. OPTIONAL SSB GLASS LIGHTS 0ON5TRUCTION STRUTS 1 7' OR 8' B 16'(000BLE CAR) 4(")) X 16" AIR(( VENTS OPTIONAL N4CHRMON. TOTALOREN LONG PANEL AREA). OPTIONAL. XCINTERSTILES (5 COLUMNS) EMBOSSES CENTER HINGES (3 COLUMNS) USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE, END STILE h RAIL. TYPICAL FOR EACH 1 25" " I I-- I:i 1- 2.75" -I DETAIL A 3" 20GA WIDE STRUT (16 X 7) 3" 18GA WIDE STRUT (16 X 8) 20 GAGE END STILES 20 GAGE END CAP OrrOc O" L.H. NOTE: DOOR MUST BE INSTALLED 1 WITH EITHER AN ELECTRIC OPERATORBOTHENGAGEXTENSIONLOCK(DOORS 1 DETAIL B TRACKS ON WITH SPRINGS). NOTE: ,GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC X 8- r L I U P.O. BOX 8915 LITTLE ARROCK, w W DSOR DOOR 72219 915 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W1 B12/15/11 RLB TOLERANCE FRAC.f 1/64" DEC. t .015 ANG. t.1' 2866 3/1 O/OS RLB NEXT LEVEL PLOT SCALE DATE: 11 1 07 DRN. BY BH DWG. N0. 99-B-079284811/1/07 RLB E.C.N. DATE: APPROV. SCALE NONE SHT 2 OF 3 0' Florida Building Code Online Page 1 of 4 FL17676.9 nld , fls BCIS Home t Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BQS Site Map i Links Search j BuSjinWCS /! rofessi©ia1 Product Approval USER: Public User0Regation o'c.. n ._-2 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 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 Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Fl rida Building Code Online Page 2 of 4 ry of Products FL # IModel, Number or Name 17676.1 3540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. 36x74 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH 36 x74 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 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.r)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.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 13540 SH 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. 44x84 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fln 44x84.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: s://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: 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.pdf 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.pdfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3S40 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.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.pdf 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 FLS36x84.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 06-01372 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 44x72.12df 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 l0.pdf Verified By: Luis R. Lomas, PE PE-62514 Created.by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849E 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 08-01371B 11J)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 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 52x62 Finless Frame 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.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE 513015A 2269.1)df Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved foruse 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 2270.1)df 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-PG2S 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.Ddf Created by Independent Third Party: Yes 17676.1S 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.DdfImpactResistant: 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).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: 6adc Nert 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 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 Chapter455, 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: Credit 5AFE Cwrrihttps:// floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 1/alidator/ OpePatroiis A.drrministrator) MI Windows & Doors, LLC P.O. Sox 370 Gratz, PA 1703"370 Attn: Rick Sawdey AAMA CERTIFICATION P'ROPRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The pnxluct.dwxtibed below is hereby ap raved for Wing in. the bent issue of the AAMA Cerlii ed Products Qlfectdry. The approval Is Based. Kin>suc ul complelior of testis, and.'the ne_pvrung to i7 e Adrnlnls"tor of the r,sults,:otiests, aw4fnpan3edby:related draongs. by artAAMA Acrxedited Laboratory. 1. The listing below will be -added tolhe next published AAMA Ceititied Products Directory. SPECIFICATION AAMANVDMA(GSaA 16AS.21A440-08 LC-P 40'414x2f3t (3ftU)-H Negative Deegn Pressure = -50 psf COMPANY AND COOL RECORD -OF PRODUCT TESTED i PD NO. I SERIES MODEL & PRODUCT DESCRIPTION Mi Windows &Doors, LLC 3540 SFI (FINLESS) 7157 (PVCXOlA)(IG)(iNS C-L) Cade. M7L (fWJNFXTILT)(ASTM) MAX1M.t)M .SIZE TE5'TED . FRAME SASH 914 rrttt! x 2134 MM 667 mm x 8921m Z.This Certification .mail expire.Juty 21, .20.20 (extended frnrn,July 27F'2015 per AAMA 103A 4 ) and requires validation until. then bycontinued listingin the currentAAMA Certified Productst Directory. 3. Product Tested. and -Reported by. Architectural "testing, Inc. Report No.-. 131910.01-40947 Date of Report: August 15,2011 Validated for Certification J!cici ledLab6ratories, Inc. Date: April 16, 2015 Authorized for Certlf+catton Cc: AAMA JGS ACP-04 (Rev. 1ill) Arneri&A Architectural Manufacturers Association 36" MAX. i FRAME WIDTH1 4" MAX. ANCHORS i0 BE EQUALLY SPACED, SEE ANCHOR CHART SIZE AND ANCHOR QUANTITY 0 84 MAX. g/ FRAME HEIGHT 4". 1 ........ ........ t SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number ofanchors rwequJred at each ja b 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 1 4 60.0 4 4 4 66.0 4 4 4 L2! 0 6 1 4 5 84,0 4 5 5 TARILF. OF CONTENTS SHEET NO. DESCRIPTION 1 ELFVATIONS, ANCHORING t-AYOUTS AND NOTES 2 - 3 INSTAIJ.AT10N DE,rAQ.S DESCP10110N WE I .nPR--)vED NO] ES: 1) IFIT: PRODOCT SHOWN T-IE REIN IS DE3If.,Nf . 1) AND MANUFAC.TUFUf 10 COMPLY WIII-1 PE61.11REMIENTS OF THE FLORIDA BUILDING" CODE. 1 1. . 2) WOOD .FRAMING AND MASONRY OPENING 'TO HE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING 15 THE RESPONSIBILITY OF THE ARCHIlE.."I OR ENGIN 1E:ER OF RECORD. 3) IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X Fi(ICK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR IMEMBRANE IS THE RESPONSIBILITY OF IHE ARCHITECT 014 ENGINEER OF f?r.+.0O3',?r,. 4) ALIGANAHLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIC'N OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PvC, GVL-451-020 STEEI.. REINFORCEMENT. SASH UNITS MUST BE REINFORCED WITH MEETING,RAILS MUST BE REINFORCED WITH RF l(j4S-,,)2.-',) STFEt.. REINFORCEMENT. 7) UNIT'S MUST BE GLAZED PER ASTM F1300 041. 8) APPROVED IMPACT PROTECTIVE sys,rp,4 FoR, 'riiis PRODUCT IN mND BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALI.,ATK)N ANCHOR WITH LOAD REARNG SHIM. SHIM WHERE SPACE Or' 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK. TO BE 1/4". 10) FOR ANCHORINGINTO ,4ASONRY/CONl,'.RE- I E uSE 3/16" TAPCONS VATH SUFFiCIEN'l LENGIII 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMEN;' INTO SUBSTRATE WITH 2 5/ 8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS, SHOWN IN EL.F.VATIONSAND NSTAULATION. r.,,FTAIT.s. 11 ) FOR. ANCHORING INI. . 0WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW VviTH SURFICIENT LENGIH TO AGH!E=. 11:.. A 1 3/16" MINIMUM EIMBEDMENT INTO l SUBSTRATE. LOCATE ANCHORS AS S'HOWN IN ELEVA IONS AND IRSTALLAIR)N DETAILS., 12.) ALL FgMENERS 10 BE CORRO'3101,11RES4'ifAINT. 13) INSIAL.IATIONANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION iNSTRUCTIONS. AND ANCHORS SHALL NOT BE. USED IN ',IJBSTRjrTt--, WITH $IRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPFCIFIC GRAVITY OF G=0.42 9. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C, MASONRY STRENGTH CONFORMANC:`7 TO ASTM C-.90, GRADE N, —iYPV I (OR GREATER). I : SIGNED: 1012112011 MI WINDOWS AND DOORS Z 65oMAR7030".KETSTREET0370 4f GWANTZWEST. VA1 c, 41 40=0 FF SERIES 3540 FINLESS PVC SINGLEHUNG WINDOWo L REINFORCED - NON-IMPACT.36" X, 84 STEEL ELEVATION, ANCHORING LAYOUT AND NOTES 0 1. Olt' 1,70 DRAWN; V. L. Dwc; mo. 08-01372 R. SCALE NTS I-' 10/17/1t 1`E`Tl OF 3, I RC.MSIONi RE.V i O[SCRIP71', i Dt.l": wGYF,ir, :'r 2X. BUC:h; Y00;) I`RF..m !.IG BY 07HF,R52X E!rK I t ram:... aEl' . d GI':.f.; ` MAX. l " 6.iN. .... . APPROVED i;—r: lF C h 1 1 ve:l'Jjl .. I P ! OVED SEr,L_t JT ,; Still„t Eti1BLLF.IEN': HEAD IN A BED OF APPROVED ION ::. I_ANT X PUCK /VJOO!l) FR,1A•11WGBYOTHERS, 2X BUI y t I ) BE PROPERLY SECURED i C EXTERIOR `—').....:-::. , I . j INTERIOR 1\ J..._....:::,_..............:..... If , lf.......:: I ;. i 1. IT EXTERIOR I` ,. 3 1: "1Gt TJ BE J. SET IN FED OF J SILL TO fi'r: S. 7IN F' 'ROVFLi SE.A.LAN. _ SECTION HORIZONTALCROSSSEBED OF API RGVED 2XBUCK/WOODFRAMING INSTALLATION M r, F ... i SE'? IN f Et p• 7CO— APPrp1'e. fi S1:/`:LAN; /....................................1... I NOTE: INTERIOR AN D F.k:TFP(;; RBy (]T'.iFRo VERTICAL CROSS SECTION MI WINDOWS AND DOORS ) R rC0 F5' t?? E:R:, '..,. tiU(: !:............ ..._......_...._._....._..-.-.... _ 650 WEST' MARKET 5'CREE'i J\5 . • • • • 's' TI GRANTZ, PA 17030 0370 ESE FI'C;PEI:!.Y SFCiJREiD 2XBUCKIWOODFRAM/NGINSTALLATION E S c± SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW b€* STEEL REINFORCED - NON -IMPACT 36" X 84 .- • ` INSTALLATION DETAILS TAT OF c ruvu: IL wG I").F,ZORot GV.ve core Og 0 1.372///j,/ONA'y L. a NTS 10/17/11 L OF 3 _ V. A '..'0 INCRE I E 8Y CITHErS PTIONAI.. jX BUIK BY OIFIERS, !X BUCk TO BE I . 3 SHEFF I LA,"IGE TO BE 5F,iN 81j) (if; APPROVED SE4,1LAINT EXTERIOR FLANCL TO BE Sli'. TIN I) APPROVED SALANI p7l() NAL IX DUCK By OrHERS. Ix BUCK 10 BE rrlc, IpErli.,Y SECURE['). SEE NOTE 3 SHEET I HEAD 70 BE SEI` IN A 9FD , 5F APPROVEDCONSTRUC-TiON SEALANT INTERIOR nr E S IfI-D TO 111!: - , - SE-r lN IE OF APPROVED N2;TRUCJION ADHESIVE 1/4" MAX. SHIM Z 1 VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION ppmE"..oks DEs(;Rfplh) k 1 1, 14" MIN. 1/4" MAX. EMBEDMENT 511 i kliCON3/ 16" TAP By 01HERS INTERIOR 4111llul1ll* kA I X, . .... - 2 5/8" MIN. D G E0) S r. ... ...... .... .lLl........... I............ 111() NAL 1X BUCK BY EXTERIOR OTHERS, I)< DUCK TO BE PROPERLY SECURED. SEE I: LAN GE TOBE NOTE 3 SHEET I SE'I' INBED Of' APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION DATE; I APPR011p. D NOTE': INTERIOR . AND EXTERIOR Err 011•!ERs, P) 101* HFIRS NOT SHOWN FOR CLARITY. AND DOORS M650I WINDOWMARKETSTREESWESTTR - L 0 r GRANTZ, PA17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW I 511'r STEEL REINFORCED - NON -IMPACT 36" X 84 o l INSTALLATIONDETAILS 7-A TAT 0 F tugV. L. 08-01 372 oo/ o w- pieC NTS10/ 17/1 1 3 OF 3 L. Roberta Lomas P.E. 1433 Woodi'oid Rd. Lewisville, NC 27023 336-945-9695 rllomas.Qlrlomaspe.com Nlanufaeturer: M1 Windows .and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Re p:ort Product line: Series 3540 Finiess PVG Single Hung Window— Nan -impact Report No.:: 51198.9 cbmpuancw The above mentioned product has been evaluated for compliance with the requirements 6f the Florida Departmentof Comrriunify Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Supprrling Te finkal Documfi ttatimu 1. Approval .document drawing number 4"1374 titled .Series 3.540 Finless PVC Single Flung Window - Non- impad, si9tieei and.5ealed byLuis Roberto tomes !':F. Z Test report No.: B1910.01409-47, signed and seated by Michael b. Stremrnei, P.E. Architectural Testing, Inc. York;: PAS. AAhA1UWbmAlCSA 1i11/I.S.21A44t) 5 Design :pressure: +40.101- 0.13psf Water penetration resistance 6.06psf 3, Anchor'calculations, report number511989-1, prepared, signed and sealed by Lois Roberto Lorrmas P.E. Limitations and Conditions of use: to,Amum design pressure: ;40.01=50.0 psr a. Maximum unit size: 36" x 84' Units must be glazed per ASTM. E 1300-04_ Frame and sash material: t_xtruded 'Rigid, PVC: Sash style and rails and fixed meeting rail .rdrdiorcement: Bill f6r'Mo. steel. TMs product is not rated to be used in the H11HZ. This product is not impact resistantand requires impact pra#sctton tit wand Borne debris :regions. Installation: Units must be installed in accordance with approval document, :08411372_ Cw ricatia# of Independence: Please note that l don't have nor will acquire a financial interest in any company rnanufactwing.or distributing the Oroduct(s) far which this report is being .issued. Alm:I don't have nor will acquire a financial interest in any other eMity involved" in ttte approval process of 1hkIisted prodQt. s). 1 of 1 46 0 5 • TAT i= OF ; yj rsi lOR1to'','F 4NAL\ rrlrlt Luis. R. Lomas, P.E. FL No.: 62514 1110712011 Florida Building Code Online FL17676.16 Page 1 of 4 i r r• +pl BOS Home Log In User Registration Hot Topic € Submit Surcharge i Stats & Facts I Publications FBC Staff BCLS Site Map ; Links ; Search BuiWsi'nWes(y q/(] Prdessi V i I l A product Approval USER: Public User Regulation Product Approval Menu > Product or Aooliwtion 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 Add ress/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 Z Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 httt)s:Hfloridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 Summary -of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin -Frame Limits of Use Certification AgencyCertificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x74.odf Approved - for use outside HVHZ: Yes Quality' Assurance Contract Expiration Date` Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association . Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676. 2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf ASTM E130G-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.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676. 4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other. R-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x63.odf ASTM f1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports C- reated-by-IndependentThiniParty:-_... 17676. 5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676. E 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 R2 II Install - 3540 St I Fin 44x04.odf ASTM E1300-04. 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 17676.7 13540 SH 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. 17676.8 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:+35/-50 Other: LC-PG35 Evaluation Reports Created by Independent Third Party:. 52x84 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 52x84.1)df Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions A 17676 R2 II FL17676 RI II Install - 3540 SH fin 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 36x74 Finless Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 36x74.pdf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL17676 R2 II 08-01252B 7.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854B 1252.pdf 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 Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 07/27/2020 Installation InstructionsDesignPressure: +40/-50 FL17676 R2 II 08-01372 511989.pdfother: LC-PG40 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 APC 3540 FLS 44x72.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL17676 R2 C CAC Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Installation InstructionsDesignPressure: +35/-47 FL17676 R2 II 08-01247B 10.pdfOther: LC-PG35 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849E 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.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 1I.pdf 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 17676.12 13540 SH 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 52x62 Finless Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL176767676 R2 II 08-02269A 12.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pi _app_dtl.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 odf Approved for use outside HVHZ: Yes Quality Assurance Contract_Expiraton_Date. Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.odf Verified By: Luis R Lomas, PE'PE-62-514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency CertificateApprovedforusein-HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x84 Ddf Approved for use,outside HVHZ: Yes Quality Assurance -Contract Expiration DateImpactResistant: 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 Approved for use in HVHZ: No Approved for use -outside "HVHZ: Yes Impact -Resistant: -No, Certification Agency Certificate FL17676 R2 C CAC APC(12775)A2726 01-109-47- R2 C7326.01 3540.AWS:IG.FIN.48X72:R35.(072016). Rev. odf. Design Pressure: +35/-35 Other: R-PG35. Units.mustbe glazed in accordance with Quality Assurance Contract Expiration Date 07/20/2016 ASTM E1300-04. installation '.ns4+gleiione FL17676 R2 II Install Instructs - 3540 SH FIN 48x72 (As T_ ested).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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL17676 R2 C CAC APC 3540 CHS Fin 108x74 odf Quality Assurance Contract Expiration Date 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with ASTM E3300-04. FL17676 R2 II Install - 3540 SH CHS Fin 108x74 odf Verified By: American Architectural Manufacturers 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 Statementi 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. Ifyou have anyquestions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, pdease'provide the Department with an email address which can be made available to the public. To determine ifyou are a licensee under Chapter455, F.S., please click here . Product Approval Accepter sl!CUrihta ro' https://floridabuilding.org/pr/pr_app_dtl:aspx?paramwGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 AAMA CERTIFICATION PROGRAM Atf ORiZAMON FOR. PRODUCT CERTIFICATION MI Windows & .Doors, Inc. P.O. BOX 370 Gratz, PA 17030.0370 Attn: Rick Sawdey The productde=fted below is bareby epproyad lotMeng in to ne4issue ofthe AAMA Csriffled Pra&cts Divactory. The approvalisbasedtutsumcomplellonoftests,"and the reporting to the AdroWs4alor atihe results ofiPests, acccit panieri by related draOngs, by an AAM&Acoeed laboratory. 1 _ The lisfing below vAh "be added to the next publishol'AAtm Certilled Products Directory. SPECIPICATIMI AAMA1WlX 1CSA 1, Ms. 2?IA440 $ _ ..RECORD -OF PRCiALIGTTE$T£D Negative design Pre*'=e _ -50 .ps# COUPAN1l CLSE E M No. SERIES filaC?DEl. $ PRODUCT'wximum s TESTED DE5Ri11f?N 3540'iRIPLE SHtldy FRAME SASH M1 lllrxtrlov s Doors_, Inc.1017 (PVCXOtX.01)LtfbQ(It ). . 2731 C111Yf X'E>7:tta:t 860 mrn x 19 na>7 Code MTL. tWS 0LXREl1Nt)(T1LT)(ASTM) x s'.2 211 is C:etil#icatio+ -Mll expire April :12, 2617 and requires validation until then bycondnu. ed llsting In the current AAMA t ertiiieo Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.. C7327.6-1-109-47 Date of Report: May 7, 2013 Validated for Certification tA Aa edLaboratoiies, Inc. Date: May$, 20'13 Authorized for Certification CC: ;AAMA JGS r ACP-04 (Rev.1111) American Architectural Manufacturers Association ELEVATION iow 2" typ. 12" 04 M- i 2" typ. T7 f}I"#" CLEARANCE ALL FOUR SIDES) S THING Min Edge Distance JAMB DETAIL C "NNL fIP IS GENEftfC 7F,RM WHICH. FLA% BY 0TH Anchor Sea Sectioi C}etaMe) SILL DETAIL Notes! HEAD DETAIL I. Installation depicted. based off of structural test report SIZE HEADER AS NEEbEA'- Caulk under ENTIRE perimeter of NoUing fin before fosteniog. SHIM AS REt}UIf3Eb . DRYWALL 6 X 1 5/8 SCREW (SHOWN WITH IIA" SHEATHING) MU.St ACHIE4'E 1-1/4' PENETRATION INTO.:S'fUD. JF C7327.v1-109-47: 2..Wood screws shall ratify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P-F (G 0.42) or denser.. Ruck width shalt 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. bo sufficient to guarantee 1-1/4" perietratton into wood buck. 5. Maximum shim thickness of 1/4' permitted at. each fastener' location. Shims shall be load beothlg, non — compressible type. @. Those drawings depict the details necessary to meet .structural,"toad requirements. They do riot address the air infiitrotlon, wafer penetration, intrusion or thermal. performance fequirements of the installation. 7. Installation shown;ts that of the test window for the slzat shown and the design pressure Maimed.' Far window sizes smaller than shown,. locate fasteners approx. 27 fromcomers and no more than 12" 'on center, Design pressures of smaller window sizes are limitedtothat. of the test window. SIZE Aid dESIGH. PRMRE, CNART" 6AWER ' IXf?E, AND:SPACING SHOWN' WILL ALLOW DESIGN;' PRESSURES UP TO +35/-50 Iifi fS. UP TO 108' x 74' SEE TEST REPORTS FOR INDIYI,DUALUNIT "SIZE ,AND APPLICABLE DESIGN PRESSURE LIMITATIONS) t • 7e:t . - tlrReAl M !'DAttl. lei inidtei MO INSTRUCTIONS V, Ni Fi t3 20-09 Gratz, PA IL ZSdIEWM` q SCHEDULE — R N — 3* 540:,Singl,e; Hung Continuot' s Head and Sill NONE 1 n 1 3 S0SH C"'6PN NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 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 1S 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 NOTES ELEVATIONS INSTALLATION DETAILS REVISIONS I REV I DESCRIPTION I DATE I APPROVED ' 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 350OSDUTES, 3500SP, 3540PX, 3540T, 3540SDLITES, 3540SP, 3250PZ, 3250T, 325OSDUTES, 3250SP, 3240PW. 3240T, 3240SDILITES, 3240SP, 35DOHPPW, 3500HPT, 3500HPSDLfTES, 3500HPSP, 358OWP, 3580T, 358OSDLITES, 3580SP, S-350OPW, S-3500T, S-350OSDILITES, S-3500SP, S-354OPW, S-3540T, S-354OSDLITES, S-3540SP, M-350OPW, W-350OPW, W-3500T, W-354OPW, W-3540T, W-3540SDILITES. W-3540SP, 1255PW, 1255SP, 128OPW, 91OSP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. L1 I () 4 SIGNED: 0211712016 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 S,••YENSd,y 0 6/1 SERIES3500FIXEDWINDOW96" X 60" NON -IMPACT NOTES TAT OF ijSRONAIL\\\ DRAWN: N. G. DWC ND. os E DATE NTS02/04/16 So 859 1 OF 3 111 2" I FF HE 96- MAX. FHAME WIDTH MAX — 10" MAX O.C. —• 2" MAX 2„ MAX 10" MAX O.C. AX. AME IGHT SE( FOI OFOF SERIES 3500 FIXED WINDOW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.; 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE Frame Height 2" MAX J CHART #1 NUMBER ANCHORS N.G. SCAE NTS REIASIONS DESCRIPTION I DATE APPROVE[) MI WINDOWS !AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON —IMPACT ELEVATION DWG NO. 08-02859 DATE 02/04/16 1SHEET2 OF 3 SIGNED: 0211712016 EN SF STATE OF REv i'//SS'pNA, 1 G\ APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE r WOOD FRAMING BY OTHERS 6 WOOD SCREW 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR REVISIONS DESCRIPTION DATE APPROVED JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. WOOD 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112\ V+ FRAMING-/•ZX/ BY OTHERS SIGNED: 0211712016 MI WINDOWS AND DOORS IRILI0Ui, 650 WEST MARKET STREET GRATZ, PA 17030-0370 v, v\OENSF."` SERIES 35DO FIXED WINDOW 61 96" X 60" NON -IMPACT a ` FIN INSTALLATION DETAILS TAT OF, to WN: DWG NO. REV OS - 0•' cC 0Rl 4. GA lss ONA SoEE859N.'G. LE DATE NTS02/04/16 3 OF 3 NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK 15 NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #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.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION REVISIONS REV I DESCRIPTION I DATE I APPROVED ' 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM aSPECIFIC GRAVITY OF G=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED, APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW,'3500T, 3500SDLITES, 3500SP, 3540PX, 3540T, 3540SDLITES, 35405P, 3250PZ, 3250T, 3250SDLITES, 3250SP, 3240PW, 3240T, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSOLITES, 3500HPSP, 358OWP, 3580T, 358OSDLITES, 3580SP, S-350OPW, S-3500T, S-350OSDILITES, S-3500SP, S-3540PW, S-3540T, S-3540SDLITES. S-3540SP, M-350OPW, W-350OPW, W-3500T, W-354OPW, W-3540T, W-3540SDILITES. W-3540SP, 1255PW, 1255SP, 1280PW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. L' SIGNED: 0211712016 MI WINDOWS AND DOORS o\aIlIa11, 650 WEST MARKET STREET GRATZ, PA 17030-0370 N q/GGENS ,cP 0rf6/1 *' SERIES 3500 FIXED WINDOW 96" X 60" NON-IMPACT ytiy(ty/ l+tvi4= NOTES o , TAT OF , tv ORIOP CN` DRAWN: OWG NO. REV N.G. 08-02859 ids/ONAL SCALE NITS—E 02/04/16 SHEET OF 3 MIIIII\\\ 2„ t. FF HE 96- MAX. FRAME WIDTH MAX — 10" MAX O.C. —'{ 2" MAX 2° MAX 10" MAX 0„ O.C. AX. GHT SEE FOf OF SERIES 3500 FIXED WINDOW 2" MAX EXTERIOR VIEW - FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 92" X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART #1 I Height 72.00 1 78.00 CHART #1 NUMBER ANCHORS REVISIONS DESCRIPTION DATE I APPROVED 8 LASl l.} SIGNED: 0211712016 MI WINDOWS !AND DOORS 1111u1III 650 GRAT/Z,ST MARKET PAA7030STREET0370 v 6EN 9iP 0 61 k SERIES3500FIXEDWINDOW96" X NON —IMPACT ELELE VATIONT E ' oATOF i'••' cCpR10P' \'' DRAWN: DWG NO. REV N 08 50285s EDAZENTS02/04/16 2 OF 3 N to APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/B" MIN EDGE DISTANCE INTERIOR EXTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE r WOOD FRAMING BY OTHERS 6 WOOD SCREW 1 1/4.. MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE I w 1/4" MAX SHIM SPACE INTERIOR EXTERIOR REVISIONS DESCRIPTION DATE APPROVED JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112I 1- : I „rWOODl/1 r I f•J 7V FRAMING BY OTHERS SIGNED: 0211712016 MI WINDOWS AND DOORS uR II11/ // / 6GRATZSPA A7030 50370T ENS 9 ir SERIES 3500 FIXED WINDOW Zl it• 0, C+61 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS o STATE OF tugo owc No. aEv V' '10RVDA" oRAwN: 08 SOE2E859N. SCALE i/S/ONA11 a DATENTS 02/04/16 3 OF 3 Florida Building Code Online Pagel of 3 18504.2 E l BCIS Home Log In User Registration ; Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links Search ; Ficf;ca ApprovalProductl'46 r USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail r qa FL # dI FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE t Validation Checklist - Hardcopy Received Certificate of Independence FL18504 RO COI FL COI.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9`/`2f%2ftCOhpJQgi... 9/6/2016 COMBINED WIDTH F W2 FRAME HEIGHT WINDOW WINDOW MULLION SPA 2 f. 1 D7 3/8" COMBINED WIDTH 107 .[ 8" COhdBINE'Z WIDTH W 1 -- I W2 - T-- 83„ FraAME HFiGI-IT WINDOW WINDOW MUL,LIr,N SPAN) W, ._II W2 83" i WINDOW l FRAMEi HEIGHT4VlNDO y I W/NDO MULLION SCAN) y LIJ w i I A 2 jiG73/8" COMBINED WIDTH Design prosst - rating (PSO Units.anchored Into wood framing Tributary 18.13 2150 Width On) 3G00 4200 18.00. 52.13 130.0 130.0 130,0 130.0 130.0 130:0 130.0 130.0 127.2 127.0 127.0 127.0120.7E 94:377.9 73.8 72A92.4. 70.6 56.0 88.5 65.8 Si.Z.47.3 44.4 43.07T,8 58,7 45.641.4 38:5 37,062A45.0 33.1: 28,1 28:3 24.9 1c7 3/a" COMBINED WIDTH WI W2 -F 3" FRAME WINDOW IINDOW HEIGHT MULLION FAN) lfti 107 3/8" COMBINED WIDTH W I --j (-- - W2 - 83 „ Jil WINDOW --- FRAME I•IE161-1i .N'JNl7QV5: N D SPAN) W1 I F- wz 107 2L-COMBINED 'v'lIOTH REVISJONS REV DESCRIRTON DATE APPROVED A REVISED INSTALLATION DETAILS 08/07/15 R.L. 107 3/8" COMBINED WIDTH W 1 ....._ I_ ................... W2 ................ ... WINDOW T WINDOW 83" FRAME HEIGHT MULLION SPAN) I- W1 W2 -I 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBEMULLED TOGETHER AS LONG AS COMBINED WIDTH DOESNOTEXCEED 107 30'AS SHOWN HEREIN. Deslgop-Irs.rating 6aso Units -anchoredinto mesonrylconcrete Mullion . epap (In). Tributary WidthOn). 18;13. 25.50 $6.00 42.0.0 48:00 52.13 25.00 130.0. 130.0 130:0 130,0 130.0 130.0 37.38 130.0 130.0 130.0 130:0 130..0. 130.0 49,63 130.0 130.0 130.0 130.0 130, 1300 62.00 13010 115.4 87.8 79.3 73-9 71 5 6863 130.0 96.8 729, 65.5 60.5' 58.2 12.00 99.3 72A 54.0 48.1 44,0 4ZO 84 00 62:1 45.0 33 1 29.1 26.3. 24.9 LARGE AND SMALL MISSILF_IMPACT LEVELD, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRMM OvfG N0. V. L. 08-01445 SCALE NTS IDATE 01 /1 1 /12 SHEeT 2 OF 3 SIGNED: 08107,12015 Ne..t; E N T((rrA((T1ccE Ow REV ii'cS 'oC ORlO. •G`*., A L. Roberto Loinas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rliomas@Irlomaspe..con1 Manufacturer: MI Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -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 beinstalled in strict accordance with installation instructions document 08-01445 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product( s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 011111, 1 / it/, 5R ? //i E N S` qd' 0 5i TAT aF ORID 4NAl. 11iIi1111\ Luis R. Lomas, P.E. FL No.: 62514 08/ 07/2015 Florida Building Code Online Page I of 2 Business Professional Regulation. 1' SCIS Home Log In User Registration j Hot Topic Submit Surcharge Slats & Facts i Publications FBC Staff BCISSite Map Unkt Sear& Bu: s e Product Approval USER: Public User Rego atbft' ProOutt:MsrovhfY.enu > i'> 80. '' u!^ Wt.., App101loti0eteU : 9 FL # FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W CLifton Street Tampa, FL 33634 813) 884-0444 lyle.pestow@acm-metals.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Wails Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 41 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 3. King, P.E. 6 Validation Checklist - Hardcopy Received Certificate of Independence 54019 M = Ce"doQuef lndeeende odf Referenced Standard and Year (of Standard) Standard. Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code ProductApproval Method Method I Option D https://www.floridIabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FJ... 7/20/2015 ACW AMERICAN CONSTRUCTION METALS 5140 West Offlon Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES i . 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 7' batten strips. S. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TABLE OF CON1ENTS SHEET# DESCRIPTION 1 T ical elevations & general notes 2 Panel details 3 SOflIt details & destgn pressures 4 SOfllt detans & design pressures 5 Soffrf details, design pressures & bill of,materials TRiPIE (Tay T4-0121.0115'THICK) TJ-0141.0155'THCK) QUAD 4 Q4 C".0121.0115' THICK) 4J014 JAWTHCK) a A t 4. m alMww rfj 11t: o n °0 z° pb.Y U N •• g 9 osa 1 4 i1 ST: JK m m LFS WING' 'I.Od P FL- 12019.1 °aro ET __t OF- O 1 RAH " 5 AH '' A " ROOF OVERHANG ROOF OVERHANG 4PAk " _ F . k, ROOF OVERHANG ROOF ROOF ROOF FRAMING FRAMING " FRAMING ti NZ O 10 ALUMINUM p FASCI4 v i7 x z j r%Ilit11t. ALUMINUM fATPN 'TRIM. w;N mo: 1 `. k7 ` , ' t CMU OR _——; J EMU OR `t — SOfF'IT CMWOR V ozr' SOFfIT— T SOFFIT WOOD WowWOODv° z SF.F-DETAIL."A" FRAMED SE DETAIL°C' FRAMED .SEEDEfAIL"A' FAAMEO. `J a SEE DETAIL"B" IEt DETAIL"D' SEE DETAIL "C' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/]-CHANNELS SIDE VIEW - SINGLE SPAN w/]-CHANNEL Shown w/ frum/fiaming cantilever) (Shown w/ tru.Wframing cantilever) (Shown w/ truWfiamirxl canOlever) a Ny N w y SINGLE SPAN LENGTH A' DESIGN PRESSURE (PST) POSITIVE NEGATIVE 70.0 141.0 10" 60.0 60.0 12" 50.0 50.0 38 5 31.5 te" +30.0 -30.0 NOTE: WOOD FRAMING AND CONNECTIONS TOBE DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORD WM DETAIL" B" F-Channel TRIM NAILATFACHED m , THROUGH FASCIA NOTE: c5 16" O.C, MAX. FOR SQUARE CUT OVERHANG, STAPLES INSTALLED@ 12" O.C. (INTO WOOD) F a gi TRIM BOTTOM OF FASCIA FLAT IN J-CHANNELSLOTOR T-NAIL@ IT O.C. AGAINST PANEL (INTO WOOD OR MASONRY) STAPLES LOCATED Qom. 2,CO.C. INTO FRAMING 7 STAPLES INSTALLED @ + END OF PANEL AND 8"MAX. O.C. ^—4 SEE DETAIL "J ", SHEET 51 118" MAX. —•+ DETAIL A' Fascia STAPLES INSTALLED @ 24" O.C. (INTO WOOD) ONF-CHANNEL LE43 OR T-NAIL@ I TO-C. INTO WOOD ORMASONRY) STAPLES INSTALLED @ ITO.C. (INTO WOOD) IN F-CHANNEL SLOT OR T-NAIL @ ITO.C. INTO WOOD OR MASONRY) STAPLES LOCATED 24" O. G. INTO FRAMING Max. ,s ` 1" MAX.. ' STAPLES INSTALLED @ IT O-C. (INTOWOODI IN J- CHANNEL SLOT ORT-NAIL @ 1 TO.C. DETAIL " D " J- Channel Fascia 1" MAX. i DETAIL"C"Fj J-Channel a ap o o Pots 1' .9 OJ i Shw N.T. S. 9 tiwc. w JK m SUBSTRATE NOTES: m. al, LFS ; 1. WOOD SUBSTRATE: G = 0.42 OR BETTER ow,nwa No,: K P 2. MASONRY SUBSTRATE: 3,ODDPSI CONCRETE (ACI 301) FIL 12019.1 °n OR HOLLOW BLOCK ( ASTM C90). A REM DESCRIPTION MATERIAL I FASCIA .0215" THK. AL 3105 - H14 ALUMINUM 2 J"CHANNEL .0155" THK. AL. 3105 - H24... . ALUMINUM 3 P' CHANNEL ,0155"THK AL. 3104 - H19 ALUMINUM 5 QUAD 4F'ANEL .01150R.0135°THICK AL.3105 ALUMINUM 6 TRIPLE d PANCL (.0115 OR .01.35' THICK) Al.. 3T05 ALUMINUM 7 15x1-3/4"TRIMNAIL S.S. 8 18" GA. X 1/11" SS STAPLE W/ 7/8" MIN. EMBEDMENT WE 9 '. 2' X.T BATTEN STRIP ,)G=.42OR BETTER) WOOD 10 . APA B-C• GROUP 1 EXT.15(32" PLYWOOD OR BETTER WOOD 11 097" OIA. I=NAIL w(5/8"MIN. EMBEDMENT . STEEL 12d X 3-1 /4" H.D. GALV, STEEL COMMON NAIL 0 24" O.C. w/ 1-3/4' MIN. EMB. DETAIL " H " 1X2 VERDCAL FRAMING (G>=0.42( ATTACH w/ 2.8d COMMON NAILS 0 TOPTO ROOFFRAMING STAPLES INSTALLED 0 ` END OF PANEL AND 8" MAX. O.C. ISEE DETAIL'1 "J MAX. UWAIL" J. I ROOF CVERHANG ROOF FRAMING SPAN "A" SEE DETAIL" B' r (SKEET 3) 12dX3.1/4" ) :l r^ _ _____T EMU ORH.D. GALV. STEEL A WOODCOMMONNAIL024"O.C. SEE DETAIL"A"___,, ` FRAMEDw/ 11/4"MIN. EMB.(SHE_T 3) CONTINUOSEEDETAIL"H BATTENe'C,. SPAN STAPLES INSTALLED SIDE. -.DOUBLE SPAN LA ATTEN.. END OF PANEL AND Shown wl trtiss/framing tantliever) 8" MAX. O.C. SEE DETAIL "1') TWIN SPAN LENGTH w/CONTINUOUS BATTEN A• DES16NPRESSURE (PSFI POSITIVE NEGATIVE te" 70.0 70.0 IV, 66.5 66.5 20" 60.0 60.0 2z" 54.5 54.5 24" 50.0 50.0 SPAN " A " ROOF OVERHANG SEE DETAIL"G- SHEET 41 ROOF FR# 110 SEE NOTE 2 I CMU OR WOOD SEEDETA0.' 1- 6.. l;i FRAMED SEE DETAIL " A SHEET 3) SIDE VIEW — DOUBLE SPAN w BATTEN Shown w/ truss/framing overhang) - CONNECTOR NOTES: rFL-- 12O1f)J W JK 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BYTHEARCHITECTORENGINEEROFRECORD1. WOOD SUBSTRATE: G = 0.42 OR BETTERm LFS 2. 12d COMMON NAIL OR 3116" IIW TAPCON CONCRETE SCREW 2 MASONRY SUBSTRATE 3,000PSI CONCRETE (ACI3011 IMIN. 1.1 /4" EMBEDMENT) 0 24" ON CENTER OR HOLLOW BLOCK (ASTM C90). r _ 5_ OF 5. IN s i m Florida Building Code Online ^ Page 1 of 2 Business Professional R.g f Facts Publications F8C Staff ( aCIS Site Map Links Search DepUfieNd BcIS Home Log In User Registration 1 Hot Topics Submit Surcharge Stats B. Product Approval USER: Public User egulatiori Detapf11iS.'1t. y F arAoWfr tIonSW%h >. ' p3pi WWgn . 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 mcoliins@atlasroofiing.com Authorized Signature Meldrin Collins mcollins@atiasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12l31/2020 Validated By Locke Bowden q, Validation Checklist - Hardcopy Received F 1630S R4 COt ATL1113001,q ma Fr+C product EvaluationCertificateofIndependenceShino{es.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?PaMM7-wGEVXQwtDquJBMjgUl j3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval gtunlriary of Products Method 1 Option D 06/28/2015 06/29/2015 07/05/2015 FL # Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes I-1fr305 k 11 ATL13002.4 2614 FSC-1 rildtict-Evaluatlori ghiholes.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A q Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use q Evallpation Reports @ 63A5 .1i4 flE J[YL13602:4 2074 FBG Product Valuatii Shingfes.odf Created by Independent Third Party: Yes Contact Us:: j di},rMniroe 5teeetTali tassee FL32MPhone: 8504OZ -11M. The State of Florida K an Ak fO empkWer:. i35C<df1_:e. 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 mailto this entity. Instead, contact theoffice by phone or by traditional mail Ifyou have any questions, pleasecontact 650.457.1395. •Pursuant to Section 455:275fll,f lorida Statutes; effective October 1, 2012, licensees licensed underChapter455, F.S: must providethe -Department -with an emailaddress 9 they haveone. The emans provided may be used roroffidal communication with the licensee. Howeveremail addresses are public record. If you do notwish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine ifyou are a licensee underChapter455, F.6.; please clickhere . Product Ap®proval Accepts: MITMt! 7G' https://Www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDquJBMjgUlj3N... 7/20/2015 CR EEK TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate ofAuthorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE e" 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.E 5,9 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Resort No. Standard Year Entity PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 009 TAS 107 19951995 PRI Construction Materials Technologies (TST5878), ATL-083-02-01 ATL-086-02-01 Rev 1 TAS 100 ASTM D 3462 1995 2009PRIConstructionMaterialsTechnologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 AASSMOD 3161 2009 1995 Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 PRI TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-107-02-01.1 TAS 100 ASTM D 7158 2008dPRIConstructionMaterialsTechnologies (TST5878) ATL-109-02-01 ATLA 16-02-01 ASTM A 3462 2009PRIConstructionMaterialsTechnologies (TST5878) PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 ASTM D 7158 1995 2008dPRIConstructionMaterialsTechnologies (TST5878) ATL-123-02-01' TAS 100 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-125-02-01 ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) Construction Materials Technologies (TST5878). ATL-132-02-01 ASTM D 3161 2009 PRI TAS 107 1995 Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 PRI 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 2008dPRIConstructionMaterialsTechnologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 PRI Construction Materials Technologies (TST5878) ATLA 38-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM 200009 TAS 0D73161 Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 PRI TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 1995PRIConstructionMaterialsTechnologies (TST5878) ATL-162-02-01 TAS 100 ASTM D 3161 2009PRIConstructionMaterialsTechnologies (TST5878) ATL-167-02-01 ATL-168-02-01 ASTM D 3161 2009PRIConstructionMaterialsTechnologies (TST5878) TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 ASTM D 3462 2009 2009PRIConstructionMaterialsTechnologies (TST5878) ATL-170-02-01 ATL13002.4 FL 16305-R4. Tom_ __..:..:......, ,,. This evaluafon report is provided for State of Florida product - Technical Services, LLC of any product changes or quality assurance changes throughoutthe 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.., C ME 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 GlassMasterfa130 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-CuW 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: ProLAMTu 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) StormMasterO Shake ASTM-D-3161, Class F & ASTM D 7158, Class H fiberglass seinforced, laminated Dangerfield) architectural modified asphaltshingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462: StormMasterS 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.. _ _. .. f? 2 of 9: This evaluation report is provided for State; product approvat under Rini: 6.1G20-3.: The noutlachirer shall notifyGREEK 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 (VuiO: Tough-MasterO 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. 19/32 in,. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction, In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattem" 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 Pattem` detailed below. NaftT. A 12" 4 Figure 1. GlassMaster& 30 & Tough -Master@ 20 4 Nail Pattem (Non-HVHZ only) Figure 2. GlassMaster@ 30 & Tough -Master@ 20 6 Nail Pattem AILIJ.000.: _ _. -_ ... .. .._ This evaluation report it Prtlettfor State of Florida prtiduct approval t uier Rule 61G20-3. The manufacturer shall _.. _ 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 (V„ n): Basic Wind Speed (V.,,d): Deck (HVHZ): Deck (Non-HVHZ): Undeiiayment 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 orwood 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. 7116 in. OSB existing construction. In accordance with FBC requirements: 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattem" 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 Patterri"detailed below. WK Ilea"31B7tead.pmveamo6"Dnd— - -- - ._-_ _- .._ Y 1Z t" r m u 0 0 0 0 E. Mr o : o 0 0 0 0 6, 61 r Figure 3. ProLAMTM' Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAWA Architectural Shingle 6 Nail Pattern ATL13002 4 FL 16305-R4 .. _Pp9e+4 Thi` s'eV'atuat'ioti"report-is-provided for State of Florida product approval under Rule.61G20-3. The manufacturer shall notify CRE Technical SeNices, LLC of any product changes or qualityy assurance changes throughout the duration for which this report is v, Thisevaluationreportdoesnotexpressnorimplywarranty, installation, recommended use, or other product attributes that are specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (Vui): StormMaster@ Shake Basic Wind Speed (Valid):: Deck (HVHZ): Deck (Non-HVHZ): Underlayrnent 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 T Nail Pattern' detailed below: Installed with 6 in.. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Figure S. Pinnacle® Pristine and StorfnMaster® Shake 4 Nail Pattern (Non-HVHZ only) 7931W Mm .t40a paM treOMyaluMcmlMmin. y19'head 000CLOOOO OO CD co C:D Q 14• O'OOCS OOO OOC`_ 7O 67W Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern ATL13.UO2:4._.. FL.16305-R4 Pag8:5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nofdy 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. TECHNICAL SERVICES, LLC StorrriMaster@ Slate ATLAS ROOFING CORPORATION 40hatt Shingles Basic Wind Speed (Vwi): 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. 7/16 in:.OSB existing construction. Undedayment 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 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. Installation (Non-HVHZ) Installed with 85 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattem° detailed below. Figure 7. StormMaster@ Slate 4 NailPattern Figure 8. StortnMaster@ Slate 6 Nail Pattern ATU§ CO2 4, FI.16305^114.- rage -oor.y Thit evaluatiim ieporris provided for State. of Florida product approval under Rule 61G20 3 Theufa , mancturer shall notifyCREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation reportdoesnotexpressnor:impy warranty, installation; recommended use, or other product attributes that are not specifically addressed herein: N;CREE'K TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V„o: 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 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:. riI {s Y7lY rmQcwna:wn Figure 9. Pro -Cut® Starter Strip ATL13.002.4 _... Fl- 1.f305 R4 Page.? of 9 This evaluation Pepodi5 Iprovided for State of Florida product approval under Rule 61 G20-3:= The manufacturer shall notify. CREEKTechnical -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. ECREEKTECHNICALSERVICES, LLC Pro -Cut@ Hip & Ridge ATLAS ROOFING CORPORATION Asphalt Shingles Basic Wind Speed (V„ it): Max. 194 mph Basic Wind Speed (Vesd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in.. plywood existing construction, Deck (Non-HVHZ): 1n accordance with FBC requirements; Solidly sheathed min. 15132 in,. plywood or wood plank for new construction; Min. 7/16 int.OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure in accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. i.. 12 ga. 1-1/2° ringI' 1 , shank nail I Figure 10.. Pro -Cut@ Hip & Ridge ATLI30OZ4-.... _.... ..:FL 163t)5-R4 ...::.. ThI evaivatiorrreport is provided for State of Florida product approval underRule 61G20-3;.: The manufacturershall hTechnicalServices, LLC ofany product changes or quality assurance changes throughout the duration for which this re This evaluation report does not express nor. imply •warranty, installation, recommended use, or other product attributes specifically addressed herein. Of is valid: are not NGI EEK TECHNICAL SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. . 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to undedayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3.. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode5eiEdition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 2015.06.2 E.f11 9 1 2:55:48No. 7402 04'001 . STA'Tr= a, y .. R t Zachary R. Priest, P.E. i :. :.r•...:.• .Florida Registration No. N' ; Organization021No. AE96 1 CERTIFICATION OF INDEPENDENCE . .. - _ --- - - CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing ordistributing 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 Wit acquire, a financial interest in any other entity involved in the approval process ofthe product. ATL13002.4 END OF REPORT FL of TrAt evaluation reports provided for State of Flonoa proauct apin uva1 ul lama• 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 Certifr'cate of Authorization too. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLOwDA BUILDING CODE.ST" 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: 15072.5, 1507.2J-1,1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Reoort No. - _ _ . Standard Year PRI Construction Materials Technologies (fST5878) ATL-079-02-01 ASTM D3161 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 CorrtrucdonMateriats Technologies (17ST5878) 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) ATLA 07-02-01 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) ATLA18-02-01 ASTM:D.3462 2009 PRI Construction Materials Technologies (fS7r5878) ATLA 19-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123-02701 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 1-06 1995 PRI Construction Materials Technologies (TST5878) ATLA27-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 20D9 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- - E11.6,..305-R4 ._ . Pne.1. of9 This evaluation report is pt0il4fl <for State ofFlorida product_apprdvat under RuleB1G2%1: 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 notexpress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. j' ATLAS ROOFING CORPORATION. C RIE EK 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 TASMD 3161 2009 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 GlassMasterG 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 -Cuts 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. Prol-AM'" 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. StormMaster0 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. FL of 9 ify CREEKThisevaluationreporttt§ proidded for State of Florida product approval under Rule 1C20 3. The manufacturer shall notTechnicalServices, 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. RI iE C TECHNICAL SERVICES, LLC INSTALLATION GlassMaster@ 30 & Basic Wind Speed (Vu„): Tough -Master@ 20 Basic Wind Speed (Vasd); Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HV44Z).* ATLAS ROOFING CORPORATION Asphaft Shingles Max. 194 mph Max. 1.50 mph In accordance with FBC requirements; Solidly sheathed min. 10132 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. 212 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greaterthan 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 tir7ow. 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. Figure 1. GlassMaster@ 30 & Tough -Master@ 20 4 Nail Pattern (Non-HVHZ only) Nails 5J8 12"—+--12° Figure 2. GlassMaster@ 30 $ Tough -Master® 20 6 Nail Pattern ATU 3002.4 ft 1 . Thisevaluation report is pRrvtde$ for State of Florida prodiicf under Rule 61 i;20-3~ The manufacturer shall notifyCREEK Technical Seances, LLC ofany product changes or quality assurance changesthroughout 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. 11 EE TECHNICAL SERVICES, LLC ProLAMTM Architectural Basic Wind Speed (Vot): 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. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern' detailed below. 993IB` Min. 12 ga, gdari dfoofingna0 wmmm 316'to" rn p CD O "O C7 O CD O Figure 3. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTM Architectural Shingle 6 Nail Pattern ATL130024 e 1r This evaluation repon is prowoeu lui otc— v. r w,— p..... --—rr•---- --- - - - - 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. c' TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (Vue): StormMaster@ Shake Basic Wind Speed (Vase): Deck (HVHZ): Deck (Non-HVHZ): Undeftyment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. 0S13 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. Mh 12P. SW—LmdrodbV t d vMmIn. CD 3M•Ird TYP f s• 4 Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only). atli,M M+lOb1 M 7 VI O O CD0 0 0 0: i O. O O O Q CD CDO a 4 6 VB' Figure 6. Pinnacle® Pristine and StormMaster(D Shake 6 Nail Pattern ATL13002 4 FL 1.63.0.5-114 r(tge,5. _org this evaluatiori re- oil is V0010 11or State dfFlorida product approval under Rule` l.= 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; Thisevaluation'report' does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREK 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 T 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® State 4 Nail Pattern Figure 8. StormMaster® Slate 6 Nail Pattern FL 16305-R4 Of 9 ATL13002.4 This evaluation rert i provided for State ofHonda product under Rule 61 G20-3: The manuFacEutef shall notify CRF poTechnicalServices, 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 Pro -Cut@ Starter Strip Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (Vesd); Max. 150 mph Deck (HVHZ): In. accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min, 15/32 in. plywood existing construction. Deck (Non-HVHZ): 1n 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)3 Installed in accordance with RAS 115 and manufacturer's published installation instructions;. Shingles shall be attached as shown below, Installation (Nan-HVHZ)t Installed in accordance with FBC requirements and manufacturer's published installation instructions., Shingles shall_be-attached as -shown betow:. 3C 32 µ1-I/Trinf L}wd 30._ Figure 9. Pro -Cut® Starter Strip ATL13002.4 FL.1S.3_ArR4 ... .. . -. _ Rage 7 of 8. This evaluation re rtis Ppro. :3:: Ttie cturer s nopo .W.Stafeof Florida prcdudfa vat under Riffle 61.RE Technical Services, LLCof 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. CkttK TECHNICAL SERVICES, LLC Pro -Cuts Hip & Ridge Basic Wind Speed (VW: Basic Wind Speed (Vesd); Deck (HVHZ): Deck (Non-HVHZ): Undedayment: 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. Inaccordance with FBC requirements; Solidly she 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.. Installed with 5-5/8 inch exposure in accordance with RAS 115 (HVHZ only) and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Y. 12" ____ I - I 12 ga. 1-1/2" ringlr` shank nail 12" 1. t tk Figure 10. Pro -Cut® Hip & Ridge FL 8 This evaluation report is provided -for -State of Florida product approval under Ruler(31GZu-3 : me marnara carer 51Ial +IUU,yTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid:. This evaluation report does not express noramplywarranty, installation, recommended use, or other product attributes that are. not specifically addressed herein. EEK TECHNICAL SERVICES, LLC LIMITATIONS ATLAS ROOFING CORPORATION Asphalt Shingles 1) Fire Classification is not within the scope of this%evaluation.. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with 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, arid- free from any irregularities and debris. All fasteners in the deck shall be checked #or 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. S) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-1 COMPLIANCE. STATE1#ENT The products evaluated herein by Zachary R. Priest, P.E.'have demonstrated compliance with the Florida BuildingCodeaEdition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Na. '140a.1 STATE A,, CERTIFICATION OF INDEPENDENCE 2015.06.2 912:55:48 0400' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT Florida Building Code Online Page 1 of 2 i'RRG10 L Bas Home Login UserRegistration 1 HotTopim Submit surcharge Stats B Facts Publications f isStaff I ee $16e Ma Links ; search 66 : Product ApprovalPasUSER: Public User Reguli tit3 i. :.. ,.... .. - :,:psi;torilewiretisef>s.+PilaftiriaiRaixffi: FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments ArdNved Product Manufacturer InterWrap, Inc. Address/Phone/Emall 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/Emall 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underiayments compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 'Professional Engineer 1..1 Evaluation Report - Hardcopy Received 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 Robert Nieminen PE-59166 IntertekTesting Services NA Inc - ETL/Wamock Hersey 11/17/2015 John W. Knezevich, PE Validation Checklist - Hardcopy Received 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 https:llwww.floridabuilding..,glp,lpr app dtl.aspx?param--wGEVXQwtDgv3yWKJZ1.Q... 7/20/2015 Florida Building Code Online Page 1 of 1 lC, t— iL. Professional acts Hdme' 1109 ]n 1 UserRegistration i Hot Topics I submit Surcharge I stars a Facts I Publications I FBC sorer I scls site reap 1 unks I - sears. _ I fl0lIt1127BRiAiii . BUS 18 roduct.Approval TO . . USER: Public User Regulation pimuriAc r sfredurt m A>eatlen 'r pptic iae.ilY°. 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 HVH2 ALL Approved'fo Use-o91J91 a HVHZ ALL - Impact Resistant ALL Design Pressure ALL Other ALL F,_ LTvoe Manufacturer ._.. Vali OW By . sts FL1521,6- fR2 Revision InterW-rap, Inc _ -_ -- _Sohn W. Knezevich, PE Approved HistoryCategory: Roofing 954) 772-6224 Subcategory: Underlayments Contaet is The State of Florida is an WEED employer','p(ht"i li`1g9aYe.'d Flor?d " Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, ema0 addresses are pudic records, If you donot want youra -man address released in response to apublic -records request do not send electronic malltothisentity. Instead, contact -fie office by phone or by traditional maL.If you haveany questions, please contact 850.457.1395. -Pursuant to Section 455.275(i), Florida statuses, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ir they haveone. The emads provided may be usedfor official communication vrith the licensee. However email addressesare public record. If you do rat wish to supply apersonaladdress, pleas provide the Department with an emall address which can be made available to the public To determine If you are a licensee under Chapter 455, F,S., please dick here_. P.rgduct. ApprovdAcxepts. astiritriui utiY https://www. floridabuilding.org/pr/pr-appist-aspx 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 ummemiry: of Products - FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLtx5216 R2 1ER INTERWRAP tZHINORO F FL1521fi- Approved for use outside HVHZt Yes R2.odf impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes er. See ER Section 5 for Limits of Use. IEvaivation.Re ports .............;. 1b2.AF .iri'00. FIMAi: Eti IN7ERWRdP RiHiNO1RODF` 1- R. df Created by Independent Third Party: Yes Co s 1..3J_wtA - TiOah`^- 77Ygib Plta"he• 95Q-dii7.18 iicontactu :: x::. tiwntnOlg Stin o/.Hoelda,.::. . - - Ref:.d Statement The State of Florida is an AAMM —Ployer{seticua - . ' .... ...... .. '.::r-:..... ......... .. Under Florida low. enra0 addresses are pub records. E you do not want your e•ma0 address released in response to it public -records request, do RCA.sendelectronicmalltothisertft. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 4iit titt?o Section455.275(i). Florida Statutes, effective October 1, 201Z licensees Iieanstd under Chapber 455, F.S. must provide the Department with an emir ad"s IfOWhaveone. The errraiLs provided rnaY?a+ od.htt afridaf'coineiiitdrat *with the licensee. 4olti everemalliiddrgiaeS are public record. tr you do not wish to supplyapersonaladdress, please provide.tt Deverunebt wit1i 8a1*9FipaMleSs ' n bdoippe',3rd0able bPltp k. i To detemnne If you are a licensee under Ct+ a1+#5:1 5 , please dick Product Approval Acc"kV.. M ME N rcttifrkcatt' itti;} r https:// www.floridabuilding.org/Pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 V 1 RIMNIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, Cr 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.1 -R2 32923 Mission Way F1.15216-112 Mission, BC V2V-6E4 Date of Issuance! 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20=3 and the _applicable rifles -and- regulations--governing-the -use of construction materials in the State of Florida. The documentation submitted has been'reviimed by'Robert Nieminen, P.E. for use of -the -product --under the Florida- Building- Code_and .Florida. Building.: Code,._Residential. V_o_lume. The products described herein have been evalfiafed °for" compliance "with the Sill Edition (2024) Florida Building Code sections -noted. herein.-. DESCRIPTION: RhinoRoof Underlayments LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPUAN6E: This Evaluation Report is valid until such time as the named product(s) changes, the referenced C ab, r .a •L t tale = t6 ..d ct nccept .,c ofl`iialitji AS5ur2nCE i OGLiiY12r'itotit7 rfaiaii Ea, a'i-rvv,GRS-G ,^ct:Gue u,a;2 occ ww,e jar... t:....^:S?+,gE. ..w a....e .. this Evaluation Report by the named client constitutes agreement to notify Robert N(eminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityIERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVEmsEmom 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 suftrited byRobert Nieminen, P.L on 04/27/2015: This does not serve as an electronically signed documenL Signed, sealedbardeoples have been transmitted tothe ProductApprovalAdministrator andtothe named client 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained, specifically for that purpose. 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 1507.23,1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.93,1507.9.5 on Heating 1507.23,1507.S-3,1507.83, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1501.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ•006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-DO2 10/27/2011 ITS (TST1509) Physical Properties 100539395CDQ-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 underiayment intended as an alternate to ASTM D226, Type I orType II felt or D4869Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in.yarious other sizes. 5, L mmATIoNs: 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 Allow -He roof rnvi-rs annlied atop RhinoRoof Underlayments are follows: TAB# 1• Roof CovElt OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Shakes Shingles Slate or Simulated SlateShingles RhinoRoof UZO Yes No No Yes Yes . No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longerthan 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 0226, Type I or It or D4869, Type Ii underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate ofAuthorization #9503 FL15216 R2 Revision 2: 04/27/2015 Page 2of3 ITRININIERD 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_4lAND900f 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 14nch 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 Sig* t- 80r,JlA011161e End (vertical) laps shall be minimum 64nches and side (horizontal) laps shall be-minimum-4-inches.-Referto-lnterwrap, Inc. recbmmendations for alternate lap -configurations and/or the use ofsealant-undercertain-conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up tomaximum 30-days, use of every fastening -location printed on thesurface 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. 4.3ruiAlr+ (weir 212 Z1totfS ne+E•it End ( vertical) laps shall be minimum 124nches 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 i9aif- width plus i iiielaide (hur izc, wij :ap5,"a.."ult!'Sg in a'CL'hio.lairor applicati?r!: 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: Contactthe 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 - Exter7orResewch and Design, LLC. Evaluation Report 140510.OL32-R2 Cerocote ofAuthorizodon #9503 FL15Z16- R2 Revision 2: 04/Z7/2015 Page 3 of 3 EXTERIOR RESEARCH & DESIGN, LLC. Certificate ofAuthorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140S10.02.12-R2 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5u' 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 COMPUANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQualityAssurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the productchangesorthereferencedQualityAssurancedocumentationchanges. 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 'TrinitVI ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe 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 Thefacsimilesealappearingwasauthorized byHobert Nleminen, P.Eon 04127/2015. This does not setae as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approvai Administrator and to the named client CFrrnricATioN of INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) 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 TrinitylERD nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING COMPONENT' EVALUATION: 1. ScoPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhincRoof Underlayments, as produced by interwrap, Inc., has demonstrated compliance with the intent of -following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section: Properties Standard Year 1507.2.3,1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507 8 3,1507.93,1507.95 on Heating 1507.23,1507.53,1507.83, Unrolling, Tear Strength, Piiabilft Loss on ASTM D4869 2005 1567.93.. Heatin&.Uquid WaterTransmission, Breaking -Strength, -Dimensional Stability 3. REFERENCES: Entity Examination Reference. Date ITS (T5T1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST3509) Physical Properties 100539395CDQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection fiepnrf 11/17/2014 4. PRODUCTi7ESCRIPTION: 4.1 " - RhinoRoaf: U20 is a-rnuitiiayered poiymerwoven,coated -syrithetie. rocift und'arlayrnentlydended as an a)ternate to AS—ToPe 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 notfor 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 Rhino Roof 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: Ti eLI ,1: RoOFCovat OPnoNS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal wood Shakes . Slate or ShinglesShin glesSimulated Slate RhinoRoof U20 Yes No JJ No I Yes I Yes No 5. 6 Exposure Limitations: 5. 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. G. INSTALLATION: 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6. 2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Author&ofion #9503 FL1S216-R2 Revision 2: 04/27/203.5 Page 2 of 3 7. S. F1 TRNJTYJERD 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. A RhinoRoofJJ20:. 6.4.1 Fasteners: For exposure < 24 hours, co sion 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 & 1-51r diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Shale Laver. Roof. SlMga 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 > 24hoursuptomaximum30-days, use ofevery fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attachedpendingattachmentofthebattensonthesameday. 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 pul le Layer'< Roraf 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 ahalf-widtharter course.' nch Continue aarter strip along the eaves. place a noted in 6.5, but maintaining full-width minmum sheet over the starter, completely overlapping half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY AssURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. Certificate OfAuthorization #9503 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-R2 FLiS216-R2 Revision 2: o4/2.7/2015 Page 3 of 3 0 f•' Specialty Structural EnglnPPrinc. CBUCK, Inc. Certificate ofAuthorization #8064 Evaluation Report MMI-2" Oft 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 5th Edition (2014) Per Rule 611320-3 Method: 2 B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 S— s&Wr«tsu till a rrrti i No 31242 * / l T STATE OF 41 ONAL-"' Jrrtrrrl 5`46 DiighaltySiped by: lames l Buckner, 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 COn ine rin Page rt NO.: 25o0MM2-StORV-ER_14 Specialty Structural Engineearinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Millennium Metals, Inc. Product Name: " MMI-2" Off Ridge Vent Product Category: 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: 0 15/ 32 (min.) or greater plywood, 0 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 Report No.: 15-104-MM2-St0RV-ER_14 Page 3 of 7 Spec-laltu Structural EnQlnpprinq CBUCK, Inc. Certificate ofAuthorization ##8064 Performance Standards: The following -test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain 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 c, Report No.: 15 104-MM2-StORV-ER_14 B Page 4 of 7 Specialty Structural Engineering CBUCK, Inc. Certificate ofAuthorization #8064 Components/Materials Ridge Vent: "MMI-2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15 104-MM2 StOR— 1, - A 4CBUCKnInr®n Page 5 of 7 Specialty Structural Eng1neer1ng CBUCK, Inc. Certificate ofAuthorization #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 r Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 ISpecldlf j Structuralt'ural Engineering CBUCK, Inc. Certificate ofAuthorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck Profile Drawings 5-1/2" 4 1/2 in. 2-1/8" 18-1/4" 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14EngineerinPage7of7 Structural (='nL= q1nPr1nqjCBUCK, Inc. Certificate of Authorization #8064 SpecialtyInstallation Method Millennium Metals, Inc. MMI- 2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 4= 1 1/2" Nominal Lengths Typical Fastener(s) 11 Gauge Ring.Shank Roofing Nail OR Base Flange 10 min. Mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) Florida Building Code Online T'uss P 1+eS. Page 1 of 3 Professionat t sm oTopics Submit Surcharge i Stats & Facts i Publications I FBC Staff I BCIS Site Map Links I Search 1„anmor(Q BCIS Home ;Log In I User Registration Hot 1. 3du 5 G'J Product Approval USER: Public User 0t94tE]551.11rt. I ReJula ' o t > Applicationtlst > Appiiption Detati I+fOOuRApprpVdi liens >.iG11gBSt1 FL # FL2197-115 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 Miiek Industries, Inc. Address/ Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii. cont Authorized Signature David Wert david. c.wert@mii.com Technical Representative David Wert Address/ Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii. com Quality Assurance Representative David Wert Address/ Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mli. com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LLC. Certificate of Independence p 79 t i R5 Cc)I Certificate of lndeoenden for Evaluatllsn:odf Referenced Standard and Year (of Standard) gtandard ar ANSI/ TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https:// www.floridabuilding.org/pr/pr_app dt,.aspx?param=WGEVxQwtDgvrTEx%2bbkf... 7I20I2015 Florida Building Code Online Page 3 of 3 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf .. 7/20/2015 Excerpt from ICC-ES ESR-1311, Revised November 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial. embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the. Manufacture of Metal - Plate -Connected Wood Trusses. IMES Evaluation Report CJK-Isl, Reissued June 2015 This report is subject to renewal June 2017. www.ice-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com.. EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, MI116, M-20, Mll 20, M-20 HS, Mll 20 HS, AND MT20HS-rM 1.0 EVALUATION SCOPE Compliance with the following codes: Ir 2012, 2009, 2006 International Building Codee (IBC) 2012, 2009, 2006 International Residential Code (I RC) i.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 AMC; Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTek® M-16 and M1116: 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 mmy 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 lancedandformedintotwoopposingteeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutoutarea. -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 11l44nch (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 11A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting ineachmodulehavingeightteeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0225 inch (6,4 mm). Each slot has a 0.33-inch-long (84 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 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 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-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module isseparatedbya025-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 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4A General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, CC -ES Limlualion 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 There is no ,rarranly by ICC Evaluation Sernire, LLC, express or implied, asthesubjectofthereportorarecommendationforitsuse. to anyfinding or other matter in this report, or as to any product covered by the report - Page 1 of 5 Copyright ® 2015 ESR-1311.. I Most Widely Acoepfed and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin2/PLATE) LUMBER SPECIES SG AA EA AE E M716 AND MII 16 Douglas fir -larch 0,5 .. 176 121 137 126 Hem -fir 0.43 119 64 162 98 Spruce -Pine -fir 0.42 127 82 75 107 Southern pine 0.55 . 174 126 147 122 M-20 and'Mll 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185. .. . 148 129 145 pruce-pine-fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 6.43 139 111 97 109 .. Spruce -pinefir Southern pine 0.42 0.55 148 187 108 143 107 138 103 150 For SI: 1lt1 e = 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. ZAA = 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 _ .Flare Rerpendicular to load, wood grain perpendicular to loadAlltruss:plotes are pressedJnto thewood for the full depth oftheir teeth by hydraulic -platen embedment presses, multiple roller presses thatusepartialembedmentfollowedbyfrill -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 MI116 M=20 AND M11120 M-20 HS, Mil 20HS.AND MT20HS Efficiency PoundstinchtPair Efficiency PoundslinchtPair Efficiency Poundslinch/PairFORCE DIRECTION of Connector of Connector of Connector Plates Plates Plates Tension Values in Accordance with Section 5A.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 00 0.70 201EEE 50 f 0.59 1505. Tension @ 90° 0.36 47 820 0.48 1219 Tension Values in Aocordan6pvAth TPI-1 with a Deviation jsee Section 5.4.9 (e)] Maxlmum Net Section --_-over the_Joinf Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 90° 0:30 849 0.48 841 0.52 1321 Shearvalues Shear @ 01 0.54 1041 0.49. 574 0.43 761 Shear @ 300 0.61 1173 0.63 738. 0,61 1085 Shear @ 60P 6.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 ._ 0.55 645 0.45 792 Shear @ 1200 0.48. 914 0.42 490 0.34 608 Shear @ 150° 0.35. 672I 0.46 544 0.3 537 For SI: 1 ibfinch = 0.175 Nlmm, 1inch = 25.4 mm. NOTES: Minimum Net Section -Aline through the plate's tooth patternwith the minimum amount of steel for a specified orientation. For these plates, this litre passes through a line ofboles. 2Maxini6m. 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 1 Most Kridefy. Accepted and Trusted Page 5 of S. 0.12V 01W O 5W 32nan 64r11n: 127a aaBOB 0a aaa 000 0 0 to 0 0 000 000 aa0 aaa flea aaa ado Dan 1000 Qa0 Ong Q Wr 9` 3 mm M- 20 HS, Mll 20 HS, MT20HS FIGURE t—APPROXIMATE DIMENSIONS OF MiTEK CONNECTORPLATES (in inches) (Continued) IMES Evaluation Report E5R-1;51 I I-M; ,upplemefiL Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Gouncn` 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 mil-co-EVALUATION SUBJECT: MiTeeTRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MI120, M-20 HS, MII 20 HS, AND MT20HST* o 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, MII 20 HS, and MT20HSTm, recognized in [CC -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 0 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 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 —Building and the 201:4 air.. 20' p:F% dot Bu#ft Code—ReSidelrfiaf,. provided the design and installation are in accordance with the International 'Buifding :code_ {IBC)_ provisions noted in. the master report. Use ofthe MiTek® Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTm has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products failing under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. 1CC-Es Evaluation Reports are not to be construed as representing aesthetics or any other attributes no specifically addressed, nor are th¢ , I be construedasanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty by JCC Evaluation Service, LLC, express or Impfied, as . to artyfinding or other matter in thts report. oras to airy product covered by the report. Page 1 of i Copyright 0 2015 IMES Evaluation Report r-am-1J1 1 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, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSM 1.0 EVALUATION SCOPE Compliance with the following codes: rr. 2012, 2009, 2006 international Building Code® (IBC) R. 2012, 2009, 2006 International Residential Code® (IRC) 0` 2013 Abu Dhabi International Building Code (AD[BC)t The ADIBC is based on the 2009 18C. 2009 IBC code sections referenced in this report arethe 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 MIl 16: Model M-16 and Model MII 16 metal truss connector platesaremanufacturedfromminimumNo. 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 lancedandformedintotwoopposingteeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch9.4 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 111,4nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and Mll 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [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 14nch-square (25 mm) modules of teethstampedoutandformedatrightanglestotheface of the parent metal. Each module has four slots, 0.745 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 0.334nch-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, 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 314-inch-by-1-inch (19 mm by 25.4 mm) modulesofteetharestampedoutandformedatrightanglesto the face of the parent metal. Each module has three slots, GA5 inch (11.4 mm) long and 0.125 inch (32 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-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 0.334nch-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, ICC-ESEvaluation 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 bylCC Evaluation Serrtce, l,LC, express or implied, as- to anyfnding or other matter inthis report, oras to anyproduct covered by the report. m Page 1 of 5 Copyright 0 2015 ESR-1311 Most Widely Acwpteddand Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' pbrn2/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 Douglas fir -larch 0.5 176,.. 121, 137 126 Hem -fir 6.43 119 64 102 98 Spruce -pine -fir 0.42 .. ,._ _ _ 127 82 .. 75 107 Southern pine .,.. 0.55.__ 174 126 147 122 M-20 and MII 20 Douglas fir -larch 0.5 220 ... 1.96 . 180 190 - Hem -fir 0.43 185 148 129. 145 Spruce -pine -fir 6.42 197 144 143 137 Southern pine„ 0.55 .... 249 190 1 200 M-20 HS, MII 20 HS and MT20HS . Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -Pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: I lb/in' = 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 loadEA = Plate perpendicular to load, wood grain parallel to loadAE = Plate parallel to load, wood.grain.perpendicular to loadEE = Plate perpendiculario load..wood_.grain perpendicular to load . 3AII truss plates are pres..sed iIMd the wood for the full depth of their teeth by hydraulic -platen gmi ed 0 nt presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial ernbeprhent raper press and hyo.. . a 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 MI)16 M-20 AND Mil 20 M-20 HS, MI120HS4plapEfficiencyPoundslinchlPairEfficiencyPoundslinchtPairEfficiencyPFORCE DIRECTION of Connector of Connector Plates Plates Tension Values in Accordance with Section 5.4.4.2 of TPIA (Minimum Net Section over theJoint) Tension @ 0° 0.70 2012 0.50 880 0.59 1505 Tension.@ 90° 0.36 1013 0.47 820 0:48 1219 Tension Values m:Accordancevath TPIA with a Deviation [see Section 5.4.9 (e)] MaxtttfuinNeE Section Occurs guar the Join? Tension @ 00 0.68. 1945 0.62 1091 0.67 1716 Tension @ 9:00 0.30 849 _ 0:48 841 0.52 1321 Shear Values Shear @ 0° 0.54 104t 0.49... _ 574 0.43 761 Shear @ 30° 0.61 1173 0.63 738 0.61 10..85 Shear @ 60° 0.73 ... 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 120° 0.48.. .. ... 914 0.42 490 ... 0.34 608... Shear @ 150' .._. Q.35 672 ... 0:46 544 0.3 537 For SI: 1 Ibrinch = 0.175 Nimm, 1 inch = za.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 Iine.passes thrmi h a line of holes. 2Maximurri Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specfied 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 0.12!r 0 2ST Q-8W 0.3w 12.mm E4mm 12.7mm 93mm Q00 000 000 000 o lr—t000 000 000 4 D000 000 000 000 000 000 i000Goo 000 M-20 HS, Mill 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) s ICC-ES Evaluation Report rD%.# OUPPIV1111U1t16 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orq 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: MiTeO TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MI120, M-20 HS, Mill 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 MT201-lSm, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: s 2014 and 2010 Florida Building Code —Building III :2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeOTruss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections2A :ttiroiigh.7:0 Of ihs maser evaluation report E8F%13:11?; comply with the 2014 and 2010 Florida Building Code —Buildingand :tYte 2{314 and 2D't:U Floida .Hul<diiig Cade —Residential; provided the design and installation are in accordance with theInternationalBuildingCode .(IBC) pro%;6Wns noted:in the toaster report. Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HS11" has also been,, found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For..prbduc#s falling under .Florida Rule 9N-3, verificafiaft that,the report holders quality assurance program is audited by aqual'ifjl assurance end`. approved by (he Florida Building Ccjmmisslon for the type of inspections being. conducted it. thequailysibtistyofaft: approy ci validation entit}t for the code. o#ficial where fhe tepoft. holder doe$. not possess an apprctya(tiy the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICCES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifecally addtrssed, norare they to be construedasanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty byICC'Evaluation service, LLC, express or implied astoairyfindingorothermatterinthisreport, or as to airy product covered by the report. m Page 1 of 1 Copyright 0 2015 IMES Evaluation Report CJr%- f J r Reissued June 2015 This report is subject to renewal June 2017. wwWJcc-es.orq I (800) 423-6587 I (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, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 Intemational Building Code® (IBC) 0 2012, 2009, 2006 Intemational Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 I8C,.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 Mil 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 lancedandformedintotwoopposingteeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch0.0074 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 11144nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and MII 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage [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 inch11,4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details.. 3.3 MiTek® M-20 HS, Mll 20 HS, and MT20HS m: Models M-20 HS, MII 20 HS, and MT20HSTm metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-14nch (19 mm by 25.4 mm) modulesofteetharestampedoutandformedatrightanglesto 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 isseparatedbya0.254rich-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-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: Ail truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, 1CC-ES Lraluation Reports are not to be construed as representing aeslherics or any other attributes not specifically addressed, nor are they to be construed : as an endorsementofthe subject ofthe report or a recommendationfor its use. There is no warranty by ]CC Cvaluation Semice. LLC, express orimplied, astoartyfindingorothermailerinthisreport, or as to any product eorered by the report Page 1 of 5 Copyright 0 2015 Page 3 of 5. ESR-1311. I _ Most Widely Accepted and Trusted TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in2/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mill 16 0:5 176 _ 121 137 126 Douglas fir -larch. Hem -fir 0.43 119 64 102 98 Spruce -pine -fir 0,42 . . 127. 82 75 107 174_. 126EE14 _... 179 Southern pine 0.55 M-20 and MI120 195 190 Douglas fir -larch 0.5 220 180 Hem -fir ....... 0.43 185 148 129 145 Spruce -pine -fir 0.42 197 144 143 137 FDouglas rn pine 0.55 M . 190 184 200 M-20 HS, MII 20 HS and MT20HS fir -larch E0.5 1.5 146 135 E143... r0A3139 111 97 109 0.42 148 108... 107103 pine-fir 150 Southern pine 0.55 1.87 143 . ... 138 For SI: 11bfin2 = 6.9 kPa. NOTES: P yToothholdingunits = psi for a single plate (double for fates 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 loadEA = Plate perpendicular to load, wood grain parallel to loadAE = Plate parallel to load, wood grain perpendicular to loadEE = Plate PeiWd1Cu1 to load, wood grain perpendicular to.10ad3All (ass plates are pressed, into the wood 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 pressesthatfeedtrussesintoastationaryfinishrollerpress. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY M-16 AND M1116 M-20 AND Mill 20 M-20.HS, M1120HS AND MT20HS FORCE Efficiency PoundslinchtPair Efficiency Poun Connector Efficiency P of Connector DIRECTION of Connector of Connector Plates Plates Plates Tension Values in Accordance with. Section 5.4.4.2 of TP1-1..(Minimum Net Section over the Joint)' . 0.50 880.. 0.59 1505 8Tension@0° 0.70 2612 - 0 Tension @ 90° 0.36 1013 0.47 20. 48 Tension Values in Accordance with TPI-1 with aDeWation see Section 5.4.9 (eMaximum .Net Section Occurs over the Joine 0 0.68 1091. .67 1716 Tension @ 00 1945 0.62 - - 321 Tension @ 90° 0.30 849 0.48 841 0.52 1 Shear Values Shear @ 0°0.54 1041 0.49 574 0.43 761 738 0.61 1085 Shear @ 300 0.61 1173 .. 0.63 Shear @ 60° 0.73 1402 0.79...... 936 0.67 1184 10550.55 645 0.45 792_ Shear @ 90' 0.55 490 0.34 608 Shear @ 1200 0.48 914 0.42 Shear @ 150° 0.35 672 0.46 544 0.3 537 For SI: 1 Ib/inch = 0.175 N/mm, finch = 25.4 mm. NOTES: Minimum Net Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates, this line. passes through a line of holes. ZMaxmum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. Page 5. of 5 ESR.-1311 .I Most Widely. Accepted and.Trusted. - 0.12V 0.25T 0-WV 3.2 mm 8.4 mm 12 7 -M 9ii3 mrn 00 BOA 004 ODD n OQg 000 4 600 Ong Ong goo 000 ODD y 11Mi1i 1 M-20 HS, Mit 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. ry www.icc-es.or (800 423-6587 1 (562) 699 0543 A Subsidiary of the International Code Council" g j ) 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) 4344200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, M1116, M-20, MII 20, M-20 HS, Mll 20 HS, AND MT20HS- 1.0 REPORT PURPOSE AND SCOPE Purpose: of this evaluation report supplement is to indicate that MiTek® Truss Connector Plates M-16, M11 16. M-20, MIIThepurpose 20, M-20 MII 20 evaluationand MT20NSTTM, recognized in ICC-ES master report ESRA311, have also been evaluated for compliance with the codes noted below,. Applicable code editions: 11 2014 and 2010 Florida Building Code —Building 9 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTeeTruss Connector Plates M-16, Mil 16, M-20, MI com M 2lYwithShe2014and2010FloridaBudingCode —Building Sections 2 0 through 7:0 of ilte rnastet`:e lua3ior report. SR.;1311 rovided the design and installation ate an accordance with theand #13e 20'14:2irid 2t3113 Fldritla Buudr'ng Cede—Rider fial, Plntemaiiottal8ix!ldit g God (t13C) ptovisions<noted.in.the;master report: Use of the MiTek®Truss Connector Plates M-16, MII 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. Forprbdi1Cfs fal)iitg under Florida: Rule 9N-31, verificatian that the report holder's quality assurance program is.... . ,. ed by a qualit t ssurat ce.:eR Y aPp ved bj+.the Florida Building Commission for the type of inspections being conducted: be respo ts1bit of ata approued xalidation entity (or the .code official when the teport.holder does not possess .an. app Y. the Commiss on). This supplement expires concurrently with the master report, reissued in June 2015. by ICC express or im lied as. CC -ES Lsmluation Reports are not to be construedas representinggoes orany other attributes notspecificallyaddressed, norare theyto he construed as an endorsement ofthe subject offhe report or a recommendation for its use: There is no warrantyF.ralumion $en'ice, 1.LC, ezp P to anyfinding or other matter in this report or as to arty product covered by the report. page 1 Of 1 Copyright 0 2015 ICC-ES Evaluation Report Reissued June 2015 This report is subject to renewal June 2017. www.igg&s.or 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.m.ri.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mil 20, M-20 HS, M1120 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: in 2012, 2009, 2006 international Building Code (IBC) 2012, 2009, 2006 international Residential Code (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t TTheADIBC is based on the 200916C, 2009 IBC code sections referenced inthisreportarethesamesectionsintheAMC, 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 3A MiTek® M-16 and Mll 16: Model M-16 and Model Mll 16 metal truss connector plates are manufactured from minimum N A653 a [ 0.0575 Gradenchtotalthickness (1.46 mm)], 40 steel, with a G60 galvanization coating [0.0005 inch thicknessoneachside (0.013 mm)] and having a base - metalthicknessof0.0565 inch (1.44 mm). Slots 0.54 inch 13. 7 mm) in length are punched along the perpendicular axisoftheplates. The metal displaced by the slot is lanced andformedintotwoopposingteeth, protruding at right anglesfromtheflatplate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shapedintoatwistedconcaveform, 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 12inches (305 mm), and lengthwise in 11/44ch (31.7 mm) multiples, See Figure 1 of this report for details. 3. 2 MiTek® M-20 and Mll 20: Model M-20 and Model Mll 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating lo.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3. 8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3. 3 MiTek® M-20 HS, Mll 20 HS, and MT20HST": Models M-20 HS, Mll 20 HS, and MT20HST1i° metal truss connector plates are manufactured from minimum No. 20 gage [ 0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability ( HSLAS-F), with a G60 galvanization coating 10. 0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-1-inch (19 mm by 25.4 mm) modules ofteetharestampedoutandformedatrightanglestothe 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 resultingineachmodulehavingsixteeth, Each module is separatedbya0.254nch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered0.15 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 approximate22degreestoitspoint. 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- LS Cvaluation Reports are not to be construed as representing aesthetics or any otherattributes nor specifically addressed, nor are they lobe construed asanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty by ICC Evaluation Service. L1.0 express or implied, as to any findingor other matter in this report, or as to any productcovered by the report Page 9 of 5 Copyright O 2015 Page.3 of 5. ESR-1311 1 Most Widely Accepted and Trusted TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in2/PLATE) AA EAEE LUMBER SPECIES M-16 AND Mit 16 0.5 176 121 137 126 fir -larch 119 64 102 98 0.43 82 75 107 line fir 0,42 127 147 122 0.55 174. i pine M-20 and Mil 20 0.5 220 195 - 180 190 fir -larch .. 185 146 129 145 0.43 197 143 137 pine -fir _ 0.42 .... 190 184 200 0.55 249 n pine M-2o HS, MII 20 HS and MT20HS 0.5 165 146 135 143 fir -larch 139 111 97 109 OA3. 148 108 107 _ 103 pine -fir 0,42 143 138 150 0.55 187 For Si: 11bCn2 = 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 ofjoint. 2AA = Plate parallel to load, wood grain parallel to loadFA = Plate perpendicular to load, wood grain parallel to loadAE = Plate parallel to load, wood grain perpendicular to load EE =.. Piaf perpGndiculatlb toad. v d gratri perpendiCUIS. load Ail truss_fslates.ane.pressed into ihe'Nood far:tfle foil depthof their teeth by hydiaulic platen embedment presses multiple roller presses thatusepe<tial ert3beitn+ent %ltowed'hy futi-embedment rollers• °r cmunafions of partial embedrilent mli.oi presses: and t saullo f talen Pressesthalfeedtrussesintoastationaryfinishrollerpress. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES M-20 AND MII 20 20 HS, Mil 20HS AND MT20HM . PROPERTY FORCE AA-16 AND MII.16 Efficiency Pounds/inch/Pair Efficiency PoundsflnchlPair Efficiency P of Con'nector' r DIRECTION of Connector of Connector Plates plates Plates ._. 5.4.4.2 of TPI-1 (Minimum Net Section over the dint)' Tension Values in Accordance with Section 0.70 2012 0.50 880 0.59 E3K] Tension Q 0' 0.47 820 . 0. Tension @ 90° 0.36. 1013 .- _ TPf-1 with a Deviation [see Section 5.4. eTensionValuesinAccordancemonthMaximum.Net Section Occurs over the Joint2 1945 0;62 1091 0.67 1716 ET=ffonaE 841 O. E 0.52 1321 8490.48 Shear Values 574 ........ 0.43 761...... . Shear @ 0° .... 0.54 1041 0.49 738 0.61 1085 Shear@ 0.73 1402 30° 0.61 1173 ._. 0.63 0.79 936 0,67 1184 0:45Shear@60° 792 a.55 1055 55.. - 645 Shear @ 90° 0.34 608 Shear@ 120° 0.48 914 00A. 4644 54.40.3 537. Shear @ 150° 0.35 672 . For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: MinimumNet Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plate , this line passes through a line of gates: 2Maxintunl Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. Page 5 of 5 ESR-1311 I ...M.oS.t Widely Accepted and Trusted o iw 0.2w 0.300" 32mm E4mn 127nvn V00 o goo ago Ono a 000 Ono j 00 Ono 000 go BOB 000 0. 305" 83mm M0.20 HSI M1l 20 HSI MT20H.S FIGURE 1—APPROXIMATE DIMENSIONS OF MiTEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report t5K-1-5-11 rot., aupNIcMU111, Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6687 1 (562) 699-0543 A Subsidiary ofthe 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 Wrww. EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HSTr" 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, 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: I. 2014 and 2010 Florida Building Code —Building IN 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, Mll 16, M-20, Mll 20, M-20 HS, MII 20 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 —Buildingandthe201441nd2010FloridaBuilding: Code—Resisfentlal;. provided the design and installation are in accordance with the International Building Coden.IBCypruvisions noted In the master report. Use of the MiTek®Truss Connector Plates M-16, MII 16, M-20, Mit 20, M-20 HS, Mll 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 holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ed CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they robe pas (UM asanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty by !CC Evaluation sers,ice, LLC, express or implied, lied, as toanyfindingorothermatterinthisreport, or asto wryproductcovered by the report. Page 1 of 1 Copyright © 2015 I Florida Building Code Online ( Page 1 of 2 it t BCIS Home Log in User Registration i Hot Topics Submit Surcharge Stats & Facts Publications , FBC Staff BCIS Site Map Links Search Bus`int`e`s ( y; out"IUIProduct Approval SER: Public User Regulation nu > .".^for AtLlkdl S•a i.,AooliraUon L:ct rAppll ttcjn Deteq: u FL # FL14239-R3 4 Application Type Revision 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 BMP International Inc. 4710 28th Street N St. Petersburg, FL 33714 727) 458-0544 benmehg8@yahoo.com Xianbin Meng benmeng8@yahoo.com Structural Components Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ili 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 roei Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14739 R3 C0t Indeo.odf Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect FL.AM R3. Eduiv g'Iv 'df' https://«N, Iv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ tDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05J06/2015 Date Approved 06/23/2015 Summaq of Products FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use In Instructions Approved for use in HVHZ: Yes FC-14231 R3 JI, Dwo-& Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports. Other: This design provides allowable capacities for the FL'14Z39 R3 A6:'Eyai.tidf system. The required site -specific design pressure (demand) Created by independent Third Party: Yes shall be calculated by others for use with this design. Contact Qs ;; 1940 North Moreroe Street -Tallahassee FL 32399. Phone,950A'T 1924: The State of Florida is an AA/EEO employer: f..:+yr•ibM bb7-2013 S.ra.t 'offlod0 Sy ,$jgternent,::ACOS.2@ility state-enRefund Statement Under Florida law, email addresses are pudic records. If you do not want -your e-mail addressreleased in response to a pudic -records request, do not send th6cIrOttc than to this entity; instead;, contatt,thebffice by 4hP"e,"or try tradittonalmarl. lbyqu iive 2ny,gwstions, please contati•1t50:487.t395. •pu+suapt to Section 455; 275(,1), Flokda'slaltrtes, effodtve 066beir It 2011' * '00'1iat:rf ed under CjyjpW 455, K.S. mustprovide the Department i ith,Snemail mess If they haveene.:The emnfts prdvlded.msJ. be ttstiil tOf_67f'ayaltbntttiurticatbn'rflth.Iha. llcensM. tbwever-ema0.addresses are publk record. It YWr do not rri5h tosupply a personal raddiess., pleaseprovide. the DePartrnent +rfth in erstaitadd;ess:irhictt can be made available to the public. To determine If you area licensee under Ch2pGei 455;f..$,; please click here-. Product Approval Accepts: im..Eggs Ypt:tlrll ? 1ttf NtCS" https:HNNww. floridabuilding.org/pr/pr app_dtf.aspx?parani=wGEVXQwtDquDEJErtOSCei... 7/20/2015 I BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 75LB MIN. iWEIGHT, MECHANICAL UNIT PER SEPARATE f CRTIFICAI ION, TIP. CENTER OF G.RAVRY ASSUMED TO ACT ATTHE y i CE0ME7 RIC CENTER OP THE M!i-HANICAL INTf. 1. MECHANICAL UNLT"MUST BE a y 5FF DESIGN tCENTER OF ( SCHEDULE FOR URA4tTY."Jf MAXIMUMSQUAREORRECTANGULAR, u z SURFACE 7 AREA AND DESIGNNOIRREGULARSHAPF5,. M PRESSURE, TYP. fw STEEL TIE -DOWN CLIPS. w SEE DETAIL 1/362I3 FOR CLIP INFORMATION, TYP. 3' MAX .. TY'P. 3' MAXt, 1 • I TIP. HOST: STRU:I'URE CLSI CN+^ BY OTHERS. SEE. M$1GI p: SCHEDULES FOR iALLOWABLESUBSTRATES MECHANICAL UNIT i _. .TIE -DOWN ISOMETRIC I` a I'-o' ISOMETRIC TIE -DOWN CLIP DIRECTIVE EXAMPLETHEFOLL0541MG'E'XAMPI.E ILLUSTRATES -THE PROCEDURE. LSED TO DETERMINE THE MAXIMUM 11—WAIILI ROOF -TOPINSTALLATION HEIGFTT, 11, -11ANY GIVENMECHAMICAI. UNIT 7MAT CONFO:tMS TO THE DfPtEN5ION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN, 'SEE SHEETS 4-5 F00. DESIGN SCHEINILES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF(1)MECHANICAL UNIT WITH THE FOLIUWLNG(. iERIA'= Volt-170 MPH, EXPOSLIPe'B' AI) TALL. X 40" DEEP X 48, WIDE, 100 LS (WEIGHT AS VERIFIED BY OTHERS) TN )TA.LED 70 3000 PSI MIN CONCRETE (VITH (1,•2' CI IP AT EACH CORNER OF LtJR (TOTAL OF (4) GL!FS) PROCEDURE STEP RESULT LINE THE CtlNNELTION TYPE AASED ON THE DIAGRAMSON SHEET 2 CONNECTION TYPE'3 '. -. .. ,,.,,,,..-,,,....._„..,. THIS INSTALLATION IS INTENDED FOR A VUR=1'70 MPH, EXP SURE B'. 1T1tS DESIG N LINE WHICH DESIGN SCHEDULE TABLE 70 USE CP.ITERTA CORRESPONDS TO TABLE 5 E LARGEST FALL ARCl. OF MECHANICALUNIT TO BE INSIALLEU Sg"x4B"=I6 ' - -- - -- - LINsTN THIS UNIT HEIGHT OF 4B" IS EQUAL TO THE MAXIMUM ALLOWABLE 11EIG11T OF 96". NOT&THIS PRODUCT APPROVAL ALLOWS THE UNIT TD BE INSTALLED ON TOP MAXIMUM UNITHEIGHT RESTRICTION OF AN A/C STAND THAT IS A MAXIMUM 30" TALL, IF AN A/C STANDIS UTILIZED, CftECX TO SEE THAT THE 51-ANDDOES NOT EXCEED 30' IN HEIGHT f: «.. a^^^--'"":w.T'nx."_._""""". - 1 i W IH-iS i$ t AWIEf4 TtMH:THE "%RFMUPC:IOTIABLE.W[C4•. TNI , UHiT MAYBF tN5TA11 EDAT ROOF HEIGHTS LESS THAN OR E(jllA1'I'O15 IT, d DETEPMTNF. THE ALLOWABLEROOF TOP HEIGHT Of THEINSTALLATION ADDITIONALLYTHIS UNITMAY BE INSTALLED OHROOFTOPHEIGHTS GREATER II - THAN 00fT AND LESS THAN 300 FT. SEE (') ON TABLE 5 TOR THETHE NUM VAI LIES OF THI DESIGN EXAMPLE. DESIGN NOTES; 'Y THIS PRODUCT HASBEENDESIGNEDINACCORDANCEWITHASCE7•10AND THE,FLO ;11BUILDING CODE FORUSEWITHINANDOUTSIDETHEMIC+H VELOCITY HURRIGANFZO?ffcu 4T+• ,5 4 THE HEIGHTS LISTED IN IHE UuI— x.ncuu ,•.cr , r, - ....,..,L.. ,....... .. THE BUILDING. THIS PRODUCT APPROVAL AL'AWS FOR EACH UNITTO BE INSTALLED ON A ti o W W MAXIMUM 30" TALL A!C STAND (CERTIFICATION BY OTHERS) ON I OP OF -HE HEIGHTSLISTED IN THE JEStGN SCH EITUI.ES,. GENERAL NOTES:° K 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL Be FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THEFLORIDABUILDINGCODE & ASCE 7-10 THIS PRODUC" MAY BE USED WrMIft ANDOUTSIDETHEHIGHVELOCITYHURRICANEZONE, y 2 NO 33-1/ 3% INCREASE IN ALI.OWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS m SYSTEM. UE'FIGN IS BASEDONCLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST V a BY E$TINC EVALUATION LABORATORIES, REPORTS #jfl,4Q,y07D9INC.. NOSVCSTTMONS APPROVALBYTHISENGINEER SMALL BE u PERMITTED: 4. MAXIMUM 6 MINIMUMDIMENSIONSANDMINIMUM WEIGHT OF MEOI.ANICAL UNIT SHALLQCONFORM TO SPECIFICATIONS STATEDHEREIN: ALL MECHANIC:A_ SPECIFICATIONS a m O tl ICLF_AR SPACE, TONNAGE,ETC.) SHALL ETSHALL BE AS PERMANUFACTURERRECOMMENDATIONS ANDARETHE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. O 5. FASTENERS TO BE *12 X %` OR GREATER SAE GRADE 5 UNLE$S NOTED OTHERN USE. TAPCON, REFERRED TO HEREIN .HALL BEITWBUILDFXBRAND, CARBON STEEL. ONLY, H v INSTALLED TO 3000 PS: MIN CONCRE" E SEE ANCHOR SCHEDULE FOR ANCHOR h REQUIREF•ENIS, AIL. FA$TE11SHAII. HAVE APPROPRIATE COR0.0$fOPJ PROTECTION Z C aZ pRLVENT ELECIPOLYSIS. L. ALL STEEL CUPSSHALLBEASTMA283STEEL (GRADE 0) WITH Fy:=33 KSI OR BETTER. to , LY N Fµa; e c ALLSTEELMEMBERS SHALL BE PRU'I'ECTED AGAINST CORRUStOM WITH AN APPROVFO uj COAT OF PAINT', ENAMEL OR OTHER APPROVED PROTECTION, C490-RATED COATING v 2 REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. ALL CONCRETE SPECIFIED HEREIN 15NUTPARI' OF THIS CERT`.FICP.IlUN.AS A M[NU4UM, Z 1--i y t7? ALL CONCRETE SHALL BE STROC TURAICONCRETES4' MIN. T1IC:KA40 SHALL HAVE a w p w MBJIMJM COMPRESSIVE STRENGTH OF 3000PSI, UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALLMEMBERS FROM DISSIMILARMATERIALS TU PREVENTC' ELEROLYSIS. 9. ELECTRICAL GRC'X1Nb, SVHEMR£ QU FD,,TOBE OtSWIGNED & INSTALLED D'Y£TTHERS: Q 10. -ENE ADEJWACY Of AtIT EXISTING S'RUCiLIRe TD WRHSTANDSUPERIMPOSED LOADS SHALL B$ VERIFIED BY THE OffSnlDESIGNPRWTSS;ONA: AND IS;ttOT INC3,UGED'IN lEl . THIS CEATIRCATION.EXCEPT AS EXPRESSLY PROVIDEDNERCIN, Ni) ADDITIONAL OR AFFIRMATIONS ARE INTENDED.r THE SYSTEM DETA LED HEREIN -IS GENERIC AND DOES NOT PROVIDE INFORMATION FORdA SPECIFICSITE OR SITE CT NOMONS DIFFEALN'T' FROM THE CONDITIONS DETAILED? iCERTIFICATIONS11, L1p HEREIN, ALICENSED ENGINEEROR REGIST' FRED AR,CHTIECT SHALL PREPARE SITE DOCUF ENTSFOR USE IN CONIUNCIIONWITHTHE$ DOCUMENT.jYi'12. OF WATCR-TtGHTNES$ OF EXISTING HOST SUBSTRATESHALL BE THE FULL RESPONSIBILITY} Y"pSPECIFIC THE INSTALLING CONTRACTOR.. CONTRACTOR SHALLENSURE. THAT ANYREMOV=D pOR A PF.O WATERPROOFING MEMBRANE ISRESTOREDAFTERFABRICATIONANDHEREIN. THIS EN INFER SHAL tJUTBEF7 RINSTAIIAT'ION 4RC Iti OF S` RUCFUREPROPOSE0PONIBLEFORANYWATERROOFING OR LEAKAGE IS UE., WHICH MAY OCCUR AS`I ti{ i 4 WAl A TIGHTNESSSHALL BE TH_ FULL RES PONSISILIT" OF THE INSTALLI ICONTRACTOR.f FOR AN EXPLANATION OF EXPOSURE CATEGORIES THATACCOMPANY THE VUIt WIND USED IN THIS APPROVAL, SEE SECTION26.7.3 OF ASCE 7.10 R13. t } a ..SPEEDS 1$.Ct!Y4VKt:KttAl4ntfi:.'5- 2378 Cd s ANCHOR SCHEDULE: y. es 1" CLIPS 2" CLIPS g ar RS z C CUPS- e f 11 CLIPS tYP Safi5 • I,- MAX SUBSTRATE DESCRIPTION I)-5116 O CAR()C1N STEEL IT'N BI.ALOEX TAPCON CONCRETE: 2Y." FULL EMBED TO 4-THICK MIN, - CONCRETE, 3%" MTN 3000 PSI MIN.) EDGE DISTANCE, 3,, M.N,. SPACING M ANY ADJACENT ANCHOR. AWM[NUM.SAEGRADES 0 125' NIN, THICK, 606I T5 MIN.; ALUMINUM)PITCHES SHFF7 METAL SCREW TO ALUMINUM, If, (5) MIN -PAST THREAD LANE STEEL. 1)..T.14 SAE GRADES 0, 125 MIN, SHEET METAL SCREW TO HICX,.3.1 KSI STEEL PROVIDE (S) MIN, STEEL) PITCHES MIN, AST THREAD PLANE SUBSTRATE kt otsclalmom i I Z.— CARBON is It TN 50R DEY TAPCO(l CONCRETE 2y" FULL EMBED TO 4' THICK MIN, CQ#CRBTE, 3W MIN, 3000 PST MIN) t Ot$w"J Ir.- MIN, SPACING TOANY AD.ACENTANCHOR- ALUMINUM: 2)"P14 SAE GRADE 5 a 12S„ MIN SHEET METAL SCRFIYS TO THICK, 6061;I6 ALUMINUM PROVIDE (5) MIN. ALUMINUM) PCTf,HE MN PASTTHREADPLANE LEE 7)-AI4 SAE GRADE S 0 SZS MIN.SHEET METAL SCREWS TO THICK 33 KSI STEEL, PROVIDE (5) MIN, STEEL) PITCHES MIN, PAST THREAD PLANE JNM 1', EMBEDMENT ANO EDGE DISSANC:EEXCLUDES FINISHES, IF APPUCAELE. CONNECTION i - _ 2. ENSURE MINTMUM EDGE DISTANCE AS NOTCO IN ANCHOR SCHEDULE, 1.. 0 N N ECTIO NM I 1 P E 1.1 _ _ 7, SEE DETAIL SON SHEEP 3 FOR ANCHORS ATTACHING 70 MECHANICAL UNIT. CONNECTION - TYPE C2 C," 'L_CI IP - UTIUZE (") AT EACH CORNER FUR A TOTAL OF (4) PER UNIT 1- CLIP - UTILIZE 2) AT EACH CORNFR FOR A TOTALOF (B) PER UNIT i w r CUPS i g+per - 1'"-Ct.IPS IIr MAX MAX Kr 3" MAX YP, i1YS TIP. TYP- c3 CONNECTION TYPE C3 CONNECTION TYPE C4 z ttrPS•:Vnitzk t1)Ar :Encn cafL'1SRPorlarnT/.1:.aPf Rwl7 ?" j IPs-UMIZ5t2) Ar MCHCOMER fOItA TOTALOFJ,j Nsf 6" MAX UNIT WIDTH 6" MAX CLIP QFF$:'iF PAIR SPACING I FK: CUP OFFSET F 31TYP UMECHANICAL CUP„ CUP i—UNIT PER SPACING SEPARATE f CERTi FTCA'TION TIUZE ( 4) CLIPS EA SIDE OF UNIT FOR A 71DI.AL OF 6) PER UNIT ALTERNATE ( 8) CLIP DETAIL N. T.S, PLAN VIEW f THS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (B) CUPS PER UNIT.' L w:NAAW, PIE, FOR ANY CUP LONGER THAN 10 Q 0.19" UTILIZE (5)-12 SAF MECHANICAL UNIT BY OTHERS. ALUMINUM . .. 7Yp,. GRADE 5 SHEET HOUSING UNITS SHALL BF 6063-T6 MIN. i I4ET'AL SCREWS, TYP. ALUMINUM SHEET WI i H Fty-30 KSI, 0.125' F MIN. THICKNESS, STEEL HOUSING UN3T6''''}` (3) 'A.2 SAE. GRADE S SHEET 0,069 THtCX`^` ( U SHALL BE ASTM A653 Ty.33KSI MIN. 1 r—METAL SCREWS FOR CLIPS UP TO Y ASTM A263 1 a - STEEL, GRADE 33, 22GA MIN. (t-0.0299 ). 5 LONG, U71UZF. (5)-F17 SHEET TYP. y ME I AL SCREWS FOR CUPS. ? .L{• !, 1{j ..f ',' °+"r / LONGESTEEL R THAN 5'. PROVIDE (5) 5.0%. 1141 ryPITCHESMIN. PAST THREAD PIANE § d „f FOR EACH SMS,'YP. 3(3)-d'2 SAF GRADE 5 , -e -. O.D6A' THICX:ASTPf - SHEET METAL SCREWS "n i I, f ANCHOR PER ) LI X. w? r' °- Q A283 STEEL CUP, TYP.ff` p FOR [UPS UP 70 5 Y BASE OF UNiT SHALL r//.-:MtCNOR. Lt: s 2 L ,NG. UTILIZE (5)-P12 n BE FLUSH WITH BASE -7R51{EC' MCfAL SCREWS r , i 3/g- SCHEDULE zttOFCLIP, NO SPACE tj,J $ FOR CUPS LONGER PERMITTED, TYP. J - - xx THAN 5 TYP. fid:r J-a W i'O HDUE, WMI. U ,r 1p r' " J: ANCHOR FROM 1' r?,.' JJI,r SUBSTRATE PER A.LAWWCUPANCHORSCHEDULEtFe W E. S."', SCHEDULE, TYP. OTHER DIMENSIONS - --- SIMILAR) 1" TIE -DOWN CLIP ANCHOR DETAIL v 1 1" CLIP ISOMETRIC DETAIL 3 1 CLIP ISDLSIGNEDFORFUu DETAIL P'OMETRiC 3 3 ICONTACT W1'1'H'THE BASE OF EACH' MECHANI(AL UNIT, TYP. QSruL' ri 1 I MECHANICAL. UNIT BY OTHER.5i,-ALUMINUM 7 HOUSING UNITS SHALL BE 6063-T6 MIN. W o A. d f ALUMINUM Shf[CT WIi H F[y=30 KSi, 0.125 - c S SHEET < G'i t. z3)-612 SAE GRADYiMIN, THICKNESS, STEEL HOUSING UNITS METAL SCREWS FOR CUPS 4" Z Td C0C0,072" OR SHALL BE ASTM A653 Fy=33KSI MIN, H x 4peee%%% - LONG. UTILIZE 4)• 0.113' THICK i .STEEL, GRADE 33, 22GA MIN, (t:'0.0299) { E12 SNC[I w pZMF'I'AL SCREWS FOR CUPS d AS "M A283U)NGFR THAN 4". PROVIDE (5) Y w STEEL, TYP. (3)-512 SAE GRADES iJ r PlTCHF.S f!LN. PAST THREAD ?LANESHEET. hIE7At 'SCREWS / i!' m 4 FOR CUPS 4" LONG. 0 072' OR 0.113 / / > FOR EACH SMS, 7YP, riTHICKASINA203 r G, UTILIZE (4)-R12 SHEET STEEL CLOP, tYPMETAICREWSFOR j-- f L) OR (2)ANnIORS t p{55 CLIPS LONGER THAN 4", 9A5E DF UNIT SHALL / PER ANCHOR1BF. FLIlSt1 WITH OASE/s`:I/ s S}.G( TYP, i ,, 3Stl SCHEDULE i 8 i OF CLIP, NO SPACE PERMITTED, TYP BEpSELES NOT TO SUBSTRATE PER ANCHOR G j# E ANCI!ORL'IYP. ' - F / Fr, 44SEQUL0 j I }7Ya f> ll 33" a I 2" TIE -DOWN CLIP" E 0.75 o,so 4 ANCHOR DETAIL 3 3+. a 1'_0" i?f.7'AfL C>IYADtIRNMtLKJ!bA'RiL CLIP Is DESIGNED FOR FULL 15 2378 FACIORY-MILLED V-0 HOLES; JQ-Sp tl f CONTACT WITH 'HE BA-E. OF EACH SCAU - N. Ts, y U'TIUZE (1) OR (2) ANCHORS' ,! - MECHANICAL UNIT, TYP. P ey1[Scnx n0": 5 FROM 2" CLIP ANCHOR SCHEDULE. TYP. 2" CLIP ISOMETRIC DETAIL_. ISOMETRIC TABLE 1: Vult=175 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY It STRUCTURE INTHC IUGH VELOCITY HURRICANE20NE-) ALLOWABLE ROUF'•TOP HEIGHT (H) f TIE -DOWN CONFIGURATION TYPE MAXIF4UM I SURFACE AREA O UNI IUNIT i Cl C2 C3 C4 I UNIT LARGEST HEIGHT WIDTH FACE I I 24 MAX IT !2MINY GRADE l.:ATGRADE-s HSLT FT. 9! T 32 MAX MIN fi( A Iw hlA AT4!ADE ATGRADE I H56OFT l 30FTH41200fTCFT AT GRADE H 40 F AT GRADE HS 200 FT l 9ET 48`MAX 24 MIN IT'Ai GRA08 ATGRADE N1160FT .,. h'/A AT GRADE AT GRADE 1 115 40 FT 1 FT f AT GRAUE N/A - AT GRAD i NJA NlA AT GRAD£ WA AT GRAD 70F 25FT' 60 MAX 48MIN N!ALT GRADE jj --- N%ANIANIAATGRAOf`;. AT N/A - AIGRADE: -. THIS_ NJA - 141A - i' F/A '..A'iGRAD I e.m... ._ C`0,,_ THIS TkOI"eISPERMISEIftIETbBEUSEDWI1Nt'. HFN'MH2 WHICH CONTAINSBROWARD AND MIAMI OADECOUNTIES, CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES; TABLE 3 : Vult= 170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURAT ION IYPE MAX tr1LM i I SURFACEAC AO UNIT UNIT 1 Cl I C2 C3 C4 ' UNIT'S LARGESTHEIGHTWIDTHljFACEv 6 PT' 1 24" MAX ; 12." MIN N/A H <_ 20O FT 0.FT<H5AT GRADE ` 6FT• H S 200 FT I q F''d F 32 MAXI 15 MINiN/A AT GRADE H s 200 FT 60 FTI< <_200 iTt160 4_IT' AT GRADE 61_0 FT< H S200FTHs2WFTIH5200F" H52.Da F'F,_", IS FT' ATGRADE H2G0 FT H540F r50 FT, H 5200 F7 H3200 FT NJA HS 200 FT t 'ATGRADE t60fT NS 60 FT' HS200R 9FT' :43'MAX 24"MIN LZ FT' Y N/ A ATGRADE I 60 FT<H5200 FT i N/A H R 200,FT 16 FT' N/A AT GRADE N/A H 4 200 FT 20 F ' N/A AT GRADE MIA'HS 700 FT t 25 FT, NIAMIA N/A f H 30 FTGO FT <M S ZJO f' 60" MAX 4a" MINt AT 30 FT' WA. NIANJAN/A 1ficHRS j` 80 ff.a. 35 FT' f WA N/A ATGRADE. i I ....__., 1 ..___ AS AN EXAMPLE., THIS TABLEISPERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL RUTHOFB-Y HAVING JURISDIQION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES TABLE 2 : Vult=175 MPH, EXPOSURE D a``<c' FOR USE VA'IH A RISK CATEGORY II STRUCTURE. IN THE. HIGH VELOCITY HURRICANE ZONE') r r _ ALLOWABLE ROOF LOP HEIGHT tHy * tJ * :.* TIE OOWN CONFIGURATION TYPE ( TE 18 4111 SVRFACE AREA OF UNIT1UNITiliOUNFISWG£ST, ) HEIGHT ; WIDTHf2 jj C3 fa +Fs ` FAC£ Ytt l: 6 F" 24 MA% 12 MI.Y ¢ N/A. qT GRAOf _ Ai GR iDE H 5 700 F7_n- 9 F V 32 MAX15"MINN/A r LT GPJ.OE NIA H 3 fT U. .414iJ SHISH ............_,._ 4FT I AT GRADEN 200 T AT GRADE H5200 FT .I ZjY'' IIS15fT ATGRADE H520G FT..IujW1.1 FV. 41"MAY, 24"MIN MIA ATGRAbE, AT GRACE HSSOFT.j t LLx N/A ATCRAD N%A. ATGRADE a m FT - NJA AT GRAD !3/ A AT CR•10E 4s 0.T GRAD .NJA _ ATGPAOE < 1 S rT - tIJAN/A { JJA AT ii A- I 1 GO' MAX S MIN - f30FT .. NJq NIA MIA ATGFADT.J .. It A _ NJA NJA, AT GRADE n THLS tAB1E1SPERMIS5101E TO BE USED WITHIN THE HVH2 YHICH CONTAINS BRUV'ARD AtJU U N MIAMI-DADE COUNTIES, CHECK WITH LOCALAIJ7HORI'I'Y HAVING.IURISUICNUN FORT HE APPLICABILITY - Z a a OF THIS TABLE WITHIN CERTAIN FLOMOAC_OUNTIF.S. OL-] E' a J11z i ozmS ° TABLE 4: yult=170MPH, EXPOSURE D or. R G n J FOR USE W17H ARISKCATEGORYIt STRUCTURF.-j In cc SITS.. ....__:,.. .._, aALLOW'A3lF. ROOFTOP HF C: HL M ( z 'r. P.E-0OWN CONNGURATION TYPE { W wan rySURFACE AREAOF UNIT UNIT Cl C2 C3 Ca < O l UNITS LARGEST 14EIG14T WIDTH . F•- 1 c=i o FACE I ( AT GRADE5 FT' 24" MAX". 12" MIN N/A t H 5 700 FT : 60 FL <' N S BO FT F 5 2G0 11 AT GRADE l 9 FT= K' MAX i5" MIN N/A 60 Fla H 200 FT` N/A H S 200 7 LLm i CO FT H5100 FAT GRACE FT' 1152DJ fT 4Y HS200FTHS200FTj 5 H 5 N/A H5200FT I+S "LC0 'f 6C FT <115 FT 152W IT 9FT' 48"MA%, 24" MIN } NIA i HS is FT . AT GRADE H52G0 FT s '60fi<Kt200 FT'. it 12 FT' N/A -AMAOE N/A I' S 20C F' so ft 114 5 720:Ft {} HS40FT { Y lfi IT, N/A ? LJA N/A60F <H5 201R- i H540FTYs)+E 2.0 FT N/ A A; GAAOEN/A I 60 FT H52DO FT F' -'._' ftOGtJC'At tE Q%KCO/t 25 FT' I NIA MIAN/A AT GRADE 50" MA%; 4S"MIN- 6C fT<H s' CJ FT 15-2378 30 FT N/A N/A, N7f ATGRADE sutnD-Nr+rs 60 F H s S(i(J FT ';. £! 5,,, ?TiAm i6 FT' N/AN/A NIA AT GRADE r r AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALMBEACH COUNTY, CHECKWITH LOCAL i 5 AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OFTHIS TABLE WITHIN CER'T.AIN FLORIDA COUNTIES. TABLE 5 : Vult=140 MPH, EXPOSURE B FOR USE WITH A RISK CATEGORY II STRUCTURE') TIE•DOWNCOuflGtiRATION.TYPE'. MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 T C3UNITSLARGESTHEIGHTWIDTH FACE 6 FT' 24' MAX 12" M!N H 515 FT 60FTcH5120FT, N 5 200 FT H 200 FTi5 9FTI 37.."MAX S,MIN.F ATGRADE H5200FT p H5200FT 4 FT' H5 200 FT H5200 FT H s 200 FT H 5 40 fT 60FT<H5200 H 5 200 FTFT, yH 5400 FTv` 6 ; I ATGRADE24"MIN H5200 FT60fT<H SAO FT H5200FT9FT' ? 48"MAX 12 FT, AT GRADE 3 H5200FT SOFT < H S200 FT sa: 16 FT t N/A H5200 FT H 1S FT rpFT 5100FT 20 FT' N/A H5200 FT H 515 FT W 7 H 5110 FT 25 FT N/A G H540 FT660FT<H5200 FT ATGRADE 60 FT H580 FT 60" MAX 48"MIN - _.... 30.;.. I N/Ay H515FT 601`1<111I6OFT. ATGRADE 36 FT' NIA AT GRADE 60 FT < H580 FT AT GRADE AS AN EXAMPLE, THESE TABLES ARE PERM 15510LE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING )URISDICTION FOR 'THE APPUCABI LITY OF IHIS'TAB LE WITHIN CERTAIN FLORIOA COUNTIES. CA H 5200 FT H <2CK)FI H 5 200 FT H 5 200 FT H 5 200 FT H s 200 FT H s200 FT H 5 200 FT H 5 200 FT H 5 200 FT 1 H i, 200 FT 1).. TABLE 7 ; Vuit=140 MPH, EXPOSURE Q FOR USE WITH A RISK CATEGORY 11 STRUCTURE') TABLE 6 : Vult=140 MPH, EXPOSURE C IFOR U5E-WITHA RISK CATEGORY it STRUCTURE") ALLOWABLE ROOFTOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2UNIT'SLARGEST HEIGHT WIDTH FACE,_ ;...:..._ T 6 FT' - 24' MAX 12 MINE ATGRADE H5 200 FT 9FT' 32"MAX 15 MIN N/A i HS200 FT 4 FT' 11111111 FT H 5 200 FT 6FT' ATGRADE H5200 F7 t60 FT<H5180 3 9FT' - 48" MAX 24" MIN AT GRADE € H 5200 FT 7 12 FT' N/A f H A 200 FT 16FT' N/A H515 FT 60 FTIH52001 20 FT'1 H 530 FTN/A 60 FT <HS2001 25 FTT N/A ATGRADE I60F7<.Hs 140160" MAX 48' MIN i 30 FT' N/A I ATGRADE c 36 FT f N/A ATGRADE SURFACE AREA OF UNIT UNIT Cl C2UNIT'5 LARGEST i HEIGHT WIDTH 6 FT' 24'MAX a12 MIN ! N/A H5ZOO FT 6 9 FT' 32"MAX 15`MIN N/A W H5200 FT' G H540FT4FT' 460FT<H s200FT H5200 FT. w__ AT GRADE - GFT' ) -)fiO fT<H5100 FT H<_200 FT 9 FT' ) 48" MAX 24"MIN j N/A HIS2. FT 12 FT' 9- N/A H54OFT' 67} FT<H52DC FT E ATGRADE«- ibFT' N/A GOFT<H4200FT« 20i. 9. A GRADE R- INfA60FT<115200FT 25FT' _ N/ A AIGRADE 60 FT<H S80 FT 460" MAX 48" MIN , -. _ ... , _. ..-... _.1..__ ,.. 30 FT' # N/ A N/A 36 FT' i N/A ): N/A 1._....,. . OP=HEIGH" I`( H) JRATION TYPE C3 C4 I . H 530FT Hs20DFT. ' IFT H 2O0 FTATGRADEH5 200 FT fFt<Hs1aDFir( H5200FTI. H.:.. 5 200 FT I H520OFT H5200FT H 515 FT H5200 FT IFT<H5200FTI ATGRADE - .~ HSZODFT . FTIH580FT NIA H 5200 FT ATGRADE I H.5200 FT N/A _ H 5200 FT N1A ®..m HS4Q FT 60FT< HS2OOFT., N/A I ATGRADE 60 FT < H_200 FT; C3 2 H5200FT ( I H5200 FP,,( 50 FT < 111201111 H 5 200 FT f H 5 200 FT H 5 200 FT w H5200 FT i H5200FTMyH540FT60FT< H 200 FT H520D FT mow 60 ATGRADE FT < H S 140 FT IT5200 FT A213 s 200 FT M `H U AT GRAB£..._ H5200 FTzATGRADE' I H< 200FT U j a n N/A 4 H 5 200 FT z < r7 g z'Om.. I15 30FTNIA H52D0 FT=. OZTL F"' i •^ Ca N w a m M z = z t- rCA 1wI ENGINEERING EXPRESS® m< m m .1 m PRODUCT EVALUATION REPORT ENGINEERING EXPRESS EXPERT PRODUCT EVALUATION REPORT April 14, 2015 Application Number: FL #14239.1-R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance -per Method 1_(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following,pertinent Florida Building Code modifications or revisions. Substantiating Data: PROIJUCT EVALUATION DOCUMENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part ofthis Evaluation Report. TEST REPORTS Ultimate test loading structural performance has been tested in accordE standards per test,report(s)° .: L 0:4970387A andATgL 01910387p by Inc. STRUCTURAL ENGINEERING;CALCULATIONSRaised Eng nber's wStructuralengineeringcalculationshavebeenpreparedwhich evaluate the product based on comparative and/or rational 0A" analysis to qualify the following design criteria: a 1. Minimum Allowable Unit Width I 2, Maximum Allowable Unit Height`' Frank'ij3., Minimum Unit Weight PE0046°tlrtttlttt4. Maximum Allowable Unit Surface Area 5. Clip Configuration and Anchor Spacing 6. Anchor Capacity for Various Substrates 7. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12TH AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING 4/14/2015 BMP International — Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e., engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ) 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX:954-354-0443 W WW.ENGEXP.COM SUBDIVISION: E; gad APR 0 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No - Documented Construction Value: S (o,'411 Job Address:,', Rif VbS-e- Lo- Historiebistrict; YesF] No J_hoq&TL* 310 t,,-)) 17 Commercial Parcel ID: Residentiflo, Type of Work: New, El AdditionEl Alterafion R RepairEl DemoEl .Change oUse l] 1\4oveE1 Description of Work: NEW RESIDENTIAL PLUMBING Plan Rev ievy Contact Person: Title., Phone: Fax: Email- _'i,(_ ProPerty Owner Information Name Phone: Street-, Resident of property? city, "Sultle'Zip: Contractor Information Name NORTHWEST PLUMBING OFORLANDO Phone: 1770) 941-5421.x 2082 Street. 6310MABLETON PARKWAY, SUITE 1000 Fwc,0 (770) 941-9522City, State Zip: -MABLETON, GA 30126 State Licease No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company` Address-. Phone,: Fax: E- 11nail: f4ortg1ge, Len, 00%, Address; WARNING'r ' o OWNER: VOLIR FAILURETO RECORD, A 'NOTICE OF COMNIENCEMENTIVIAX RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND . POSTED ON THE I JOB SITE BEFORE I THE FIRST INSPECTION. IF YOU INTEND TO, OBTAIN FINANCING, CONSI ' ILT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a hermit to do -the work and installations as vindicated. I certify that no work or installation has cisninjenced prior to the issuance: of a permit and that all work will be performed to rnect standards of all Maws regulating construction in this jurisdiction. I sunderstand that a separate perillit niust be secured for electrical trlical worl1c, plunibing, signs, wells, pools, furnaces, boilers, heaters, tanks, anti air conditioners, etc. FlIC 10i.3 Shall be ituNcribed With the difte of application and the code iii effect its of (hid d0e: 5" Edition (2014) Florida Building Code Revilic& Rine 30. 2013 Permit, APIA ication 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 hermits required from other governmental entities such as water management districts, stateagencies, 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. l' lie 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. O\' NER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be bone in compliance with all applicable laws regulating constructiop and zoning. a a01b Signature of Owner/Agent Date Signature of Con ctor/Agent al Print C)wner/Agent's;Narne Signature of Notary=State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID "Type of ID 0 le or 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Rei iced: June 30, 2015 Permit Application UNIVERSAL UES Project No: 0110.1401008.0000 Workorder No: 9367476-2 ENGINEERING SCIENCES Report Date: 4/3/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services - Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: UES TIechnician: Christian Acevedo 2600 Lake Lucien Drive Suite 350 / tL Maitland, FL 32751 rQate Tested: 04/03/2018 Project: Thornbrooke 40s & 50s SF House -Lots raAreaTested: Lot #310- 513 Red Rose Lane Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximumptimum Density pcf) Moisture 1%) Field Dry Density pcf) Field Moisture I%t Soil Compaction W Fill Depth inch) Pass or Fail 6 Northwest Corner of Pad 0-1 ft 108.3' 10.7 103.9 9.4 96 NIA Pas: 7 Southwest Corner of Pad 1-2 ft 108.3 10.7 105.1 9.0 97 N/A Pas: 8 Northeast Corner of Pad 1-2 ft 108.3 10.7 107.9 7.3 100 N/A Pas: 9 Southeast Corner of Pad 1-2 ft 108.3 10.7 107.1 7.8 99 N/A Pas: 10 Center of Pad 2-3 ft 108.3 1 U 110.8 8.7 102 N/A Pas: Remarks: At the time of testing Footers were not excavated.All testing were performed in the inside perimiter of Pad. T.. nn4 :,h/:nh m..F../.+minn4:..., 1.. / lv.i.inro ol n rlinnl.. IL+n D..l+lir o.+!/ ^ n• -..1/ ,,,,,,,¢n .r a...l.m:I+n rl n .....,f.la nl:ol mm n.4--F....r../—#, onrl 0../1,...;ohi.... N CITY OF SANFORD BUILDING & FIRE PREVENTION Ik: PERMIT APPLICATION Application No: z I Documented Construction Value: S Job Address: 'Ted, LQA —le Historic District: Yes !"o Parcel ID: Residential DCommercial P Type ofN-1 DemoEl Change of UseEl _NfoveEl NVork-: _Ne1NvQ'Addition Alteration Repair j Descriptionof NVok: I r" (T Ir ne— + n Plan RevieW Contact Person: Title:, Phone: Fax: Email; Property Owner Information N a in e Phone: Street: kesident of property? City, State Zip:, ContrAttor Information N a meI r2ci \d_ t'l Phone - Street: Fax: L C State Zip: it-, State LicenseN-o.: HC r 7 Architect/Engineer Information Name: Street.. City! St, Zip: Bonding Company Address Phone: Fax: E- mail: Nlortuaue, Lender: Address: NVARNING TO OWNER: I -OUR FAILURE TO RECORD ANOTICE OF CO)ENIENCENIENT -MAY RESL`LT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF CM0, JENCEMENT MUST BE RECORDED A.ND POSTED ON" THE JOB SITE, BEFORE THE FIRST INSPECTION. IF YOU INTEND -1-0 OBTAIN FI-NANCENG. CONSULT WITHYOUR LENDER OR AN' ATTORNEY BEFORE RECORDING YOUR NOTICE OF CO.M.NIENCENIENT. piication ije to obtain a P-r-rth nil to doe workendinsrallation:S aS indicated. I i,,rtifv that no work or to talla',ion has s ma mi -ed pilortothe issuance of a rrriit.and rhat all % ork ivill'b- pe'foncnod to 11wer szandards of all la, s re,ul,,,tijj2 co* 1 " - A "13*1 17LICil0*11 en, tri Lhis jurisdiction. Iunderstan that a separate. permit must be secured for electrical N%ork, plurnbing, - signs, - Nsells, pools. d furnaces, boilers, heaters, tanks, andair conditionet*s, etc. FBC 10;.3 Shall be inscribed %Nith the date ol'application and the code in effect as t)f that (late: =` Edition (2014) Florida building Code i S d 1 ju 7. - ; 0 . 2 (1 1 Puir'l-L AppiicL,ion 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 cotuIty, and there may be additional peraT.its required from other governmental entities such as water manager ent 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 Last-, FS 713. The City of Sanford requires payinent of a plan rz-view 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 tithe of submittal. The actual construction value will be figured based on th-_ 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 constriction value credit wall he<appliedto your permit fees when the permit is issued. ONV\ER'S AFFIDAVIT: I certify that all of the foregoing inforination is accurate and that all «°orl: will be done in compliance Nvith all applicable laws regulating construction aid yunLnD. Signature of C"m Agent Date ana u ntfJNann- Signature o-\otan-State of FloridaDat 0xvi er/A,?ent is Personally Known.:to NileOr Produced 'LID T\,,,pe of ID Pint Date s iaa c of Gotzn`! ,a:_ of Flofidabat; STR PHANIE RALLO Commisslon # FF 17 O117 irr, t a= Explres Novem , 2018 R:i`'`,, BaWad Tlw Tr!y n¢6ranea 80DW4018 Contractor/: gent is t rs011 .% noxl'IltO 1z OI" Produced ID Type of ID' BELOW IS FOR OFFICE USE ONLY Permits Required: Building, Electrical Mechanical Plumbinn Gas Rof Construction Type Occupancy Use: Flood Zone: Total Sq Ft of Bldg - M New Construction: Electric- r= of-knips_ in. Occupancy Load: Fire Sprini:ler Perinit: Yes No of Heads kPPROVALS: ZONING: E\ 3GI\TEERING: COMMENTS: UTILITIES: FIRE : Of Stories: Plumbing - _ of Fixtures Fire Alarin Perinit: Yes No N'ASTE «CATER: BLiILDING: P. .s' .1 1 01 i CITY OF SANFORD BUILDING & AFIRE PREVENTION PERIlIIIT°APPLICATION Application No: Documented Construction Value: Job Address:_ Historic District: Yes No Parcel ID: _ , _ _ . Residential Commercial Type of Work: Newor Addition Alteration Repair Demo ; Change of Use 4 Move Description of Work: I.- ii 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 1 Permit Application NOTICE: In addition to the ,requirements ofthis .permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as -water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time .ofperm it su%niittal A copy ofthe executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value izf 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 All"FIDAVIT: I` certify that all of the foregoing information is accurate at,work will be done in compliance with all applicable laws regulating; construction and ,i g. Signature of Owner/Agent Date Print Owner/Ageni's Name T Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID I CHERYL D AKERS MY COMMISSION # FF998952 EXPIRES June 05, 2020 Uontractor/AgeratFis Personally Known°to Me or Produced ID'' Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing 'Gas[] Roof Construction Type:, Occupancy Use: 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: BUILDING: _ COMMENTS.. - Revised: June 30, 2015 Permit Application V-d., N...: Elf-W, 5119/2016 ZI s. 1a A.-v iin a e Id, 4.--_._,ll,--_ , T- E.- Fj jam R-U2 A-, U-1.r A. AC st c IF" Un, al tv Un Z m aae . ..... . ......... Dat, Envelope Leakage Test Report Prescriptive and Performance Method Project Name: _rk R Q 310 Builder Name: 7_A ,Lo R Vl d 2 R t S o tQ Street: J 1 3 E d C S c LA A] C- Permit Office: City, State, Zip: -S A/ rO e2 h F1_ 3 ;k 11 1 Permit Number: jq 375-1 Design Location: O (L L A N p© Jurisdiction: E- rivelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: 50 . 3 FLOW: i B 1 0 Leakage Characteristics CFM ( 50): ( $ i Pass Fail ACH( 50): R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or 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. 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: ` PRINTEDNAME: E 2t c DATE: S "- , 4 ` ( Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. I T v O `s 'c's r. . i.'t...vrn-._v_ t. ..r?a[:'.se.-....$.'ia'-:.S_+...._..r....''.4s_.:..,v"''•ra1.tG+i`S"a.'t._:Ys. '.., _ ..;J.r +_.__ ..._....e._. oPESIBI ill, L. .:.!"ese. r2_.. av_ r_ 0 Florida Building Code Duct Leakage Results Builder: -T-A 0 L© 2 M Q R_215 e rJ Neighborhood: rA 2 15 Lot # 1510 Address: ! r 13 IZrrD (?-05 C LAN -C City: 3 A N Fo llE) State: FL Permit #: Square Footage: 26 9 11 - Stage of Construction for Test Rough in with Air Handler Rough in no Air Handler aPost Construction Duct Leakage Test Results: Duct Leakage percent requirement: 4 % System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 1 a25 2 o I T a 2 3 4 5 7 Pass Fail Rating Company: SkyeTec® Inspection Date: Rater Name: Eric Goodwell Rater Signature: The Errerg:y Code';E'x;, 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com