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HomeMy WebLinkAbout3738 Crawley Down Lp 18-1244; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 DATE: March 05, 2018 BUILDING APPLICATION #: 18-10000198 BUILDING PERMIT NUMBER: 18-10000198 UNIT ADDRESS: CRAWLEY DOWN LOOP 3738 17-20-31-5VC-0000-0830 TRAFFIC ZONE•022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC. ABA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: O E- WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3738 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS COLLECTpRS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARX CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSgle LAW ENFORCE N/A 00 DRAINAGE N/A Q0 AMOUNT DUE 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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND i3EVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE. 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE A r T ti CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I E -- 1 Documented Construction Value:$ ve*U Job Address: 3738 Crawley Down Loop Historic District: Yes El No [A Parcel ID: 17-20-31-5VC-0000-0830 Residential nX Commercial n Type of Work: New EA AdditionEl AlterationEl RepairEl DemoE] Change of UseEl MoveEl Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC, dba Ryan Horn Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, c1ba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H- 20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407- 774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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, 20 15 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. X 3/5/2018 3/5/2018 Sig t eof lw er/Agent Date sign, eol'('Ntractor/Agent Date Tracy McDonald TracyjMcDonald Print Oer/Agen ' ame lPrint Co actor/Ag tu's Name 3/ 5/2018 ( - 3/5/2018 i ure o No State of Florida Date l iignaa re of Notary -state of Florida Date ti ttgY P ^aye KRISTIN R RQLAND Qt?g; PGQG KRISTIN R RQtAND Commission # GG 123381 * Commission # GG 123381 4 Expires July 11, 2021 T Expires Jury 11, 2021 aRr.a4 ftTtuttPu4patYSetrices }4 +}arp Ttvu dyetNo pS Owner/ Agent is _x-_ Personally Known to Me or Contractor/Agent is -_.X _ Personally Known to Me or Produced II) Type of ID Produced ID Type of II) BELOW IS FOR OFFICE USE ONLY Permits Required: Building P Electrical R Mechanical© Plumbing®. Gas Roof Construction Type: Occupancy Use: { Flood Zone: Y--,S , Total Sq Ft of Bldg: Min. Occupancy Load: (45 # of Stories: 2. New Construction: Electric - # of Amps 01-9Plumbing - # of Fixtures i 9 Fire Sprinkler Permit: Yes No [" # of Heads APPROVALS ZONING: UTILITIES: ENGINEERING: ~ ctw. 1,IRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 0' 1 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: « Revised: June 30, 2015 Permit Application L CITY OF SANFORD MAR BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 95,258 Job Address: 3738 Crawley Down Loop Historic District: Yes No Parcel ID: 17-20-31-5VC-0000-0830 Residential FX Commercial Type of Work: New FX1 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3/5/2018 ie 3/5/2018 Si t e of er/Agent Date Sign a of C 4tractor/Agent Date Tracy McDonald Trac McDonald Print 0% er/Agent' ame Pri4Coactor/Agqnt's Name 3/5/2018 2L 3/5/2018 i ure o No ry-State of Florida Date igNotary-State of Florida Date rooXf N, KRISTIN R ROLANI) o!A :PpB, KRISTIN R ROLgND CommissionGG23381 * x Commission # GG 123381 Expires July 11, 2021 %, o Expires July 11, 2021 OFq 9000 Ro QYdM Nob4 Um= f AP FGpQ\ r16fWQd nw 6u0pet Nut s Owner/ Agent is _X _ Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR. OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: M 3 - WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@Dnvrinc.com Property Address: 3738 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0830 Phone Number: 407.692.9820 Email: trmcdonaCcDnvrinc.com The reason for the flood plain determination is: FE-1 New structure F1 Existing Structure (pre-2007 FIRM adoption) F-1 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) W'11111,11,111 Mil 1 11 11 "S RK, IN A 001 1 g ON M 1101110161'1101110M1.1111011,141"IRM m gIN WEER, OR10 Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number- 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: Fj The parcel is in the: El floodplain 0 floodway F--1 A portion of the parcel is in the:E] floodplain El floodway 0 The parcel is not in the: FEW floodplain E]floodway El The structure is in the: El floodplain El floodway El The structure is not in the: E] floodplain EJ 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# 18-1244 Reviewed by: Michael Cash, CFM Date: March 27, 2018 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit# il- 1 Z(4 L% BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: 3-13 8 e-A,,jkx ? 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 Wm Al r/11 11191-11,1190Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final I I I Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1244 Parcel ID Number: 17-20-31-5VC-0000-0830 GRANT MALOYf SEMINOL-E COUNTY CLERK OF CIRCUIT COURT & C:OI`IPTROLLER BK 9122 Ps 1498 (1P9s) CLERK'S A 2018048952 RECORDED 0-5/t74/2018 11-26:;'`' Ail R1 CORDING FEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 83 of Kensington Reserve 3738 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: f' Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd Suite H-20 Orlando FL 32811 Interest in property: i Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. t4—) L--D Sign4Vre of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Title/Office) State of Florida County of Orange_ The foregoing instrument was acknowledged before me this -21 day of ^&2 20 18 by Dayna Whitson Who is personally known to me lY, OR Name of person making statement who has produced identification type of identification produced: TRACY LCICiH hliCDraNALD MY COMMISSION 4 FF925012 EXPIRES Octubei 0& 2019 r/,.1Jr--:)'5. RbriOaNalary5e•vire•_ot: Notary Signature ` REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Dater 1 Project Name: Kensington Reserve Project Address: ` 13 ` C ram J4 c4 b 6 LO Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AFIJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Na e f Owne /Ten i Signature of Kr/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) f Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CBC 1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # Progress Energy Florida Power and Light on / / py FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot83KensingtonReserveSummerlandCGRW Builder Name: RYAN HOMES` 7; s Street: 3738 CRAWLEY DOWN LOOP Permit Office: SANFORD r City, State, Zip: SANFORD , FL, 32773 Permit Number: 1 J Aij,,, Owner: Jurisdiction: 691500'x Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2)" 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1384.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1384,00 ft' 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(229.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 184.44 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.33 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: Q.290 14. Hot water systems 8. Floor Types (1381.0 sqft,) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ftZ 15. Credits Pstat Total Proposed Modified Loads: 67.37 Glass/Floor Area: 0.095 P 1 PASSTotalBaselineLoads: 68.44 7 1 hereby certify that the plans and s ifications covered by Review of the plans and QV'T'KE sp this calculation are in compliance the Florida Energy specifications covered by this Q Code. calculation indicates compliance, with the Florida Energy Code. lotPREPAREDBY. _._ -_---- Before construction is completed DATE: -_ _ 2-Z1_8-Scott_Eratt - _..... this building will be inspected for compliance with Section 553,908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy od C`Qp yE-Xv- OWNER/AGENT __ _.. _. _ DATE. $ BUILDING OFFICIAL: __ 2/ - _------- DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 2/7/2018 2:57 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 ORM R405-2017 PROJECT Title: Lot8 3 Kensington ReserveSum Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2421 Lot # 83 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3738 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: SANFORD, Family Type: Single-family FL, 32773 New/Existing: New (From Plans) CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range BLOCKS Number Name Area Volume SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) I Hip Composition shingles 1499 ft2 0 ft, Medium 0.85 N 0.9 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood en/20182u7Pw EnorgyGavgeOuuA Flun*ozo17Section n4uo.4.1Compliant Software Page 2m4 FORM R4 05-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To. _____ WaII_Type ----------- -- -- __Spacepace-- Value.----Ft In ------- ------ Are -a ------ R-Value-Fraction ---Absor. Grade%--- 1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 793 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main- 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade 1-11111111111 Screening 1 S I Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft' 1 If 0 in 1 ft2 in None Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 10 ft 10 in None Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 4 ft 0 in None Exterior 5 5 N 5 Vinyl Low-E Double Yes 0.35 0,29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 6 N 6 Vinyl Low-E Double Yes 0,35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 10 in None Exterior 5 7 E 7 Vinyl Low-E Double Yes 0.34 031 N 5.3 ft2 1 ft 0 in 1 ft 2 in None None 8 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 9 E 8 Metal Low-E Double Yes 0.62 0.29 N 40.0 ft2 1 ft 0 in 10 ft 10 in None Exterior 5 10 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32A ft2 1 ft 0 in 10 ft 10 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 I ------ 1 Wholehouse Proposed ACH(50) .000359 2281.8 125.27 235.58 3229 6.5 2/7/2018 2:57 PM EnergyGauge(D USA - FlaRes2017 Section R405.4. 1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM SysteI'llm Type Subtype Efficiency Capacity Air Flow «< SHR Block 1111 --- Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 121.1 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb [ j Mar A r Ma [[X]] Jun X Julf X Au Xj) Se Oct Nov Dec Heating HJan Feb [X] MarXj Apr May [ j Jun Jul Au4 Sep f Oct X NovJX DecXjVentinJanFebXMarXAr [ t May [ jj Jun [ Jul Aug Se X Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 2/7/2018 2:57 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3738 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 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=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10, Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft' 6. Conditioned floor area (ft') 2421 b. N/A R= ft' 7. Windows"" Description Area c. N/A R= ft' a. U Factor: Dbl, U=0.35 184.44 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft' 6 605.25 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 40.00 ft' SHGC: SHGC=0.29 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.34 5.33 ft' a. Central Unit 38.5 SEER:15.00 SHGC: SHGC=0.31 d. U-Factor: N/A ft' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 38.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1,000 ft. Area Weighted Average SHGC: 0.290 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft a. Electric Cap: 50 gallons EF: 0.95 b. Floor over Garage R=11.0 291.00 ft' c. N/A R= ft' 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: Date: 2/8/2018 Address of New Home: 3738 CRAWLEY DOWN LOOP City/FL Zip: 32773 M 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. Email EnergyGauge tech support at techsupport@energygauge.com 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. 2/7/2018 2:57 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3738 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 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 Statutes) 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 code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. 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 InstallationThe 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 R402.4.1.1, 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 not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch 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)(f), (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. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent 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. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdiVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/i.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/7/2018 2:57 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402,1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 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 Controls. SECTION R403 SYSTEMS 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. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 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)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (1WC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/7/2018 2:57 PM EnergyGauge(& USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 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). R403.5.6.1.2 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. R403.5.6.2 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 meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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. R403.6 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 including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 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 that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFMMATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 2/7/2018 2:57 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 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 403.7, 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. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data 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 temperatures 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 multiple -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 multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 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 R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice 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 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent 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: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa 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 or LP gas shall not have continuously burning pilot lights. 2/7/2018 2:57 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 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. R403.11 Portable spas (Mandatoryhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 2/7/2018 2:57 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot83KensingtonReserveSummerlandCGRW Builder Name: RYAN HOMES Street: 3738 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dro ed ceiling/soffitydroppedg /soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities 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 spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. 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 Pytpnd behind p'p4ng and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snr4nkler cover plates and walls or ceilings - a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/7/2018 2:57 PM EnergyGaugeG USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: LotMensingtonResetv... wrightsofto Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project For: RYAN HOMES 3738 CRAWLET DOWN LOOP, SAN FORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 31562 Btuh Entering coil DB: 78.5°F Outdoor design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 36908 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Actual airflow: 1283 cfm Sensible capacity: 33993 Btuh Latent capacity: 5807 Btuh Total capacity: 39800 Btuh Model: GSZ140421K+ASPT47D14A 108% of load 109% of load 108% of load S H R : 85% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 28224 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 120% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 87% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 68.8°F Capacity balance: 35 OF Economic balance: -99 OF 2018-Feb-01 07:20:30wrightsaft^ Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW\Lot83KensingtonReserveSummertandCGRW.rup Cale = MJ8 House faces: W Component Constructions Job: Lot83KensingtonReserv... wrlghtsoft- p Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, Fl- 32771 Phone: 407-831-2665 Njifiai.2ect intormation For: RYAN HOMES 3738 CRAWLET DOWN LOOP, SANFORD, FL32773 Design C• s Ir Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 16 ( 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 fF Btuh/ft- °F Its °F/Btuh BtuhV Btuh Btuh/t' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 126-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 1 It overhang (6.67 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht n 381 0.091 13.0 2.52 960 2.35 896 e 216 0.091 13.0 2.52 543 2.35 507 s 366 0.091 13.0 2.52 921 2.35 860 w 194 0.091 13.0 2.52 488 2.35 455 all 1155 0.091 13.0 2.52 2912 2.35 2718 n 344 0.201 0 5.57 1918 4.37 1506 e 203 0.201 0 5.57 1128 4.37 886 s 324 0.201 0 5.57 1806 4.37 1418 w 59 0.201 0 5.57 330 4.37 259 all 931 0,201 0 5.57 5182 4.37 4069 271 0.097 11.0 2.69 729 1.75 475 n 15 0.540 0 15.0 228 15.9 243 e 15 0.540 0 15.0 228 39.2 598 s 31 0.540 0 15.0 456 16.2 494 all 61 0.540 0 15.0 912 21.9 1335 n 34 0.540 0 15.0 502 14.1 473 e 33 0.540 0 15.0 489 33.9 1107 s 16 0.540 0 15.0 244 15.7 256 all 83 0.540 0 15.0 1235 22.2 1835 e 5 0.540 0 15.0 78 39.2 204 e 40 0.620 0 17.2 687 34.9 1395 w 12 0.540 0 15.0 179 39.2 471 2018-Feb-01 07:20:30 wrightsatfi4 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page idgM ..ndCGRW\Lot83KensingtonReserveSummerlandCGRW.rup Calc = VIJB House faces: W 2A-2orh: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 4 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type w 11 DO: Door, wd sc type n Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Flr floor, frm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 31 0.540 0 15.0 456 39.2 1196 20 0.600 6.3 16.6 334 18.5 372 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0.068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 2018-Feb-01 07:20:30 wrighisaftRight-SuiteO Universal 2017 17.0.23 RSU23828 Page 2 ndCGRW\ Lot83KensingtonReserveSummerlandCGRW.rup Calc = MJ8 House faces: W Project Summary Job: LotMensingtonReserv... Wrightsoft Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3738 CRAWLET DOWN LOOP, SANFORD, FL 32773 Notes: OPTION BATH 29BED 4 RVSD 3-20-2017 NMB L.S. 02-01-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 IF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 21986 Btuh Ducts 6238 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28224 Btuh Infiltration Method Construction quality Fireplaces Area (W Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heai42g Cooling 1 2421 21176 21176 0.41 0.21 145 74 Sensible Cooling Equipment Load Sizing Structure 21495 Btuh Ducts 10067 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 31562 Btuh Latent Cooling Equipment Load Sizing Structure 3298 Btuh Ducts 2047 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5346 Btuh Equipment Total Load (Sen+Lat) 36908 Btuh Req. total capacity at 0.81 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref 8242633 Coil ASPT47D14A AHRI ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.5 HSPF 38000 Btuh @ 470F 27 OF 1283 cfm 0.045 cfm/Btuh 0.40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 31185 Btuh 7315 Btuh 38500 Btuh 1283 cfm 0.041 cfm/Btuh 0.40 in H2O 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrli fti SOft 2018-Feb-0107:20:30 Right -Suited Universal 2017 17.0.23 RSU23626 ndCGRWlLot83KensingtonReserveSummerlandCGRW.rup Cale - MJ8 House faces: W Page i Tr wrightsof Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 273.0 It 53.0 If 3 Room height 8.6 It 9.3 It heat/cool 4 Room dimensions 1.0 x 576.8 It 5 Room area 2464.8 ftz 576.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/W-OF) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Meat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL.G 12C-Osw 0,091 n 2.52 2.35 396 381 960 896 0 0 0 0 2A-2om 0.540 n 14.96 15.94 15 0 228 243 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 378 344 1918 1506 303 270 1502 1179 2A-2om 0.540 n 14.96 14.08 34 0 502 473 34 0 502 473 11 12C-Osw 0.091 e 2.52 2.35 236 216 543 507 0 0 0 0 2A-2om 0.540 e 14.96 39.23 5 0 78 204 0 0 0 0 2A-2om 0.540 e 14.96 39.23 15 0 228 598 0 0 0 0 13A-2ocs 0.201 e 5,57 4.37 275 203 1128 886 154 121 675 530 2A-2om 0.540 e 14.96 33.86 33 0 489 1107 33 0 489 1107 2A-2omd 0.620 e 17,17 34.87 40 0 687 1395 0 0 0 0 y/ 12C-Osw 0.091 s 2.52 2,35 396 366 921 860 0 0 0 0 2A-2om 0.540 s 14.96 16.18 31 25 456 494 0 0 0 0 y! 13A-20cs 0.201 s 5.57 4.37 341 324 1806 1418 0 0 0 0 t-C-' 2A-2om 0.540 s 14.96 15.65 16 0 244 256 0 0 0 0 12C-Osw 0.091 w 2.52 2.35 236 194 488 455 0 0 0 0 2A-2om 0.540 w 14,96 39.23 12 0 179 471 0 0 0 0 2A-2om 0.540 w 14.96 39.23 31 0 456 1196 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 79 59 330 259 37 17 96 75 11J0 0.600 w 16.62 18.51 20 20 334 372 20 20 334 372 P L 12B-Osw 0.097 2.69 1.75 289 271 729 475 121 103 278 181 11 D0 0.390 n 10.80 12.03 18 18 193 215 18 18 193 215D C 16B-38ad 0.026 0.72 1.41 1384 1384 997 1955 6 6 4 8 F 20P-13c 0.068 1,88 0.98 291 291 548 284 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 181 Envelope loss/gain 17594 16524 5526 3960 12 a) Infiltration 4392 1421 930 301 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 21986 21495 6455 5181 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21986 21495 6455 5181 15 Duct loads 28 % 47 / 1 6238 10%7 30% 1 49% 1 19561 2554 Total room load 28224 31562 8411 7735 Air required (cfm) 1283 1283 382 314 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2018-Feb-0107:20:30 Right-SufteO Universal 2017 17.0.23 RSU23828 Page 1 ndCGRW\Lot83KensingtonReserveSumrnerlandCGRW.rup Calc - MJ8 House faces: W IF wrightsoftp Right-JO Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: Lot83Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 It 11.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 13. 0 x 25.0 If 325. 0 112 1. 0 x 155.0 If 155. 0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtutVft4°F) BtuNft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 Cy/ 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 I- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39,23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5,57 4.37 121 81 453 356 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2omd 0.620 e 17.17 34.87 40 0 687 1395 0 0 0 0 Vfi 1- 12C- 0sw 0.091 s 2,52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 5.57 4.37 233 233 1299 1020 107 91 507 398 I 2A-2om 12C- 0sw 0. 540 0. 091 s w 14, 96 2. 52 15. 65 2. 35 0 0 0 0 0 0 0 0 16 0 0 0 244 0 256 0 2A- 2om 2A- 2om 0. 540 0. 540 w w 14. 96 14. 96 39. 23 39. 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4)/ L- D 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 12B- Osw 0. 600 0. 097 w 16.62 2. 69 18, 51 1. 75 0 0 0 0 0 0 0 0 0 168 0 168 0 451 0 294 RL- D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0,72 1.41 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 97 3 Envelope loss/gain 3480 2673 1517 950 12 a) Infiltration 666 216 202 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants a 230 0 0 0 0 Appliances/ other 12DO 0 Subtotal ( lines 6 to 13) 4146 4089 1719 1016 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4146 4089 1719 1016 1151 Duct loads 1301% 491/. 1256 2016 301/. 1 5211501 Total room load 5403 6105 2240 1516 Air required (cfm) 246 248 102 62 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf Fftsoft< 2018-Feb-01 07:20:30 Right- SuiteO Universal 2017 17.0.23 RSU23828 Page 2 ndCGRW\ Lot83KensingtonReserveSummerlandCGRW.rup Cale - MJ8 House faces: W 9- wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-8 1.2665 Job: Lot83Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 It 30.0 It 3 Room height 9.3 It heat/cool 8.0 It heat/coal 4 5 Room dimensions Room area 4. 5 x 8.0 It 36. 0 1? 16. 5 x 13.5 It 222. 8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/W-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 6 Vjt 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 108 93 234 218 L---( 2A-2om 0.540 n 14.96 15.94 0 0 0 0 15 0 228 243 4}! 13A-2ocs 0,201 n 5.57 4.37 75 75 416 326 0 0 0 0 L- G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 T= 12C- Osw 0.091 a 2.52 2.35 0 0 0 0 132 117 294 275 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 15 0 228 598 13A- 2ocs 0.201 e 5,57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2omd 0.620 e 17.17 34.87 0 0 0 0 0 0 0 0 tW! 12C-Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 11Vf/ I_ G 13A- 2ocs 0.201 s 5,57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 V+ 1 LL-( 12C- Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A- 200s 0.201 w 5.57 4.37 42 42 234 184 0 0 0 0 11, 10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 R L.-.- D 12B- Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 G 16B-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 24 107 Envelope loss/gain 997 495 1145 1542 12 a) Infiltration 219 71 451 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants P 230 0 0 1 230 Appliances/ other 01 1600 Subtotal ( lines 6 to 13) 1216 566 1596 2518 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1216 566 1596 2518 15 Duct loads 30°! 49% 368 279 25% 44 % 403 1116 Total room load 1585 846 1999 3634 Air required (cfm) 72 34 91 148 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wlri htsof°t- 2018-Feb-0107:20:30 Right - Suite@ Universal 2017 17.0.23 RSU23828 Page 3 ndCGRW\ Lot83KensingtonReserveSummerlandOGRW.rup Calc = MJ8 House faces: W ksheet Job: Lo33KensingtonReserveSu 7F wrilghtsoft, Right-JQ Wor Date: 06.03.15EntireHouse By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831-2665 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 ft 10.5 ft 3 Room height 8.0 It heat/cool 8.0 It heat/cad 4 Roam dimensions 5.0 x 5.5 ft 1.0 x 102.8 it 5 Room area 27.5 ft2 102.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number BtutVW-'F) Btuwft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P(S Heat Cool Gross N/P/S Heat Cool 6 VL-G 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-20cs 0,201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 0.091 e 2.52 2.35 40 40 101 94 36 31 78 72 T 12C-0sw 2A-2om 0.540 e 14.96 39,23 0 0 0 0 5 0 78 204 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 1 13A-20cs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 34.87 0 0 0 0 0 0 0 0 y! 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 48 48 121 113 f 2A-2om 0.540 s 14.96 16.18 0 0 0 0 0 0 0 0 Vt! 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 t-G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39,23 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 t--.{D 13A-2ocs 0.201 w 5.57 4,37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P D 1213-0sw 0.097 2.69 1,75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 2OP-13C 0,068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 4 Envelope loss/gain 121 127 350 530 12 a) Infiltration 75 24 158 51 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) 196 151 508 581 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 196 151 508 581 15 Duct loads 125 % 441% 49 67 25 % 441% 128 258 Total room load 245 218 637 839 Air required (cfm) 11 9 29 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightsvft- 2018-Feb-01 0720:30 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 ndCGRW\Lot83KensingtonReserveSummerlandCGRWrup Calc m MJ8 House faces: W J. Ir wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FI_ 32771 hone: 407-831.2665 Job: Lot83Ken singtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.G. BED 2 2 Exposed wall 9.0 it 10.5 it 3 Room height 8.0 it heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 3. 5 x 5.5 It 19. 3 ft2 13. 0 x 10.5 If 136. 5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/W2'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 VLC 12G-Osw 0.091 n 2.52 2,35 0 0 0 0 0 0 0 0 2A- 2om 0,540 n 14.96 15.94 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 n 5.57 4,37 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 0.091 e 2.52 2.35 28 28 71 66 0 0 0 0 T=12G- Osw 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14,96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14,96 33.86 0 0 0 0 0 0 0 0 2A- 2omd 0.620 e 17.17 34.87 0 0 0 0 0 0 0 0 t--- G 12G- Osw 0.091 s 2.52 2.35 44 44 111 104 64 69 173 162 2A- 2om 0.540 s 14.96 16.18 0 0 0 0 15 13 228 247 V I 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 I__" 2A-2om 0.540 s 14,96 15.65 0 0 0 0 0 0 0 0 12C- Osw 0,091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 R D 12B- 0sw 0,097 2.69 1.75 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 20P-13c 0,068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 20 Envelope loss/gain 195 187 500 581 12 a) Infiltration 135 44 158 51 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) 331 231 658 632 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 331 231 658 632 15 Duct loads 25% 44% 84 102 25%1 441/o 166 280 Total room load 414 333 824 913 Air required (cfm) 19 14 37 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrlghtsmoft 2018-Feb-01 0720:30 Right• Sui[e@) Universal 2017 17.0.23 RSU23828 page 5 ndCGRW\ Lot83KensingtonReserveSummerlandCGRW.rup Cale = MJ8 House faces: W ToilF wrightsott, Right-J® Worksheet Job: L nsingtonResetveSu... Date: 06.03.15.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CITIOG 531 CODISCO WAY, SANFORD, FL 32771 hND7-8331Ns65 1 Room name BED 3 BED 4 2 Exposed wall 10.5 It 27.5 ft 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 Room dimensions 13.0 x 10.6 It 10.5 x 17.0 ft 5 Room area 137.6 ft2 178.5 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-'F) Btu ft') or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V11 12C-0sw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 L- C 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 V j12C- Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0,201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 34.87 0 0 0 0 0 0 0 0 yJ I---( 12C-Osw 0.091 s 2.52 2.35 84 69 173 162 136 136 343 320 2A-2om 0.540 s 14.96 16.18 15 13 228 247 0 0 0 0 t-" 13A-2ocs 0,201 s 5.57 4,37 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.52 2,35 0 0 0 0 84 69 173 162 2A-2om 0,540 w 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 R L-D 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 c 16B-38ad 0.026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P-13c 0.068 1.88 0.98 0 0 0 0 137 137 257 133 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 20 182 Envelope loss/gain 500 581 1130 1647 12 a) Infiltration 158 51 413 134 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 658 632 1543 1781 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 658 632 1543 1781 15 Duct loads 25 % 44 % 166 280 25-1. 44% 390 789 Total room load 824 913 1933 2570 Air required (cfm) 37 37 88 104 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrf htsci t" 2018-Feb-0107:20:30 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 6 ndCGRW\Lot83KensingtonReserveSummerlandCGRW.rup Calc s MJ8 House faces: W wrightsoft Right-J® Worksheet Job: L . 03.15nsingtonReserveSu... Entire House Date: ENTLBy: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 i Room name MASTER WIC BATH 2 Exposed wall TO It 0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 5.5 x 7.0 It 5.5 x 10.5 It 5 Room area 38.5 1? 57,8 ft2 Ty Construction number U-value Btuhfftz-'F) Or HTM BtutVft2) Area (ft2) or perimeter (ft) Load Btuh) Area (w) or perimeter (tt) Load Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 Vf/ 12C-Osw 0.091 n 2.52 2.35 56 56 141 132 0 0 0 0 G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 12C-0sw 0,091 e 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0,540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A-2om 13A-20cs 0.540 0.201 e e 14.96 5.57 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 34.87 0 0 0 0 0 0 0 0 y/ t-1 12C-0sw 2A-2om 0.091 0,540 s s 2.52 14.96 2.35 16.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 I--6 2A-2om 12C-Osw 0.540 0.091 s w 14.96 2.52 15.65 2.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 13A-20cs 0.540 0.540 0.201 w w w 14,96 14.96 5.57 39.23 39.23 4.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 128-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L_-D 1166 0,390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 39 39 28 54 58 58 42 82 F 20P-13c 0.068 1,88 0.98 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 9 3 Envelope loss/gain 169 177 42 78 12 a) Infiltration 105 34 0 0 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1274 211 42 1 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 274 211 42 78 15 Duct loads 1 25% 44 % 69 94 25% 440% 11 35 Total room load 343 305 52 113 Air required (cfm) 16 12 2 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsOfFt- 2018-Feb-0107:20:30 AenA Right -Suite® Universal 2017 17.0.23 RSU23828 Page 7 ndCGRW\Lot83KensingtonReserveSummerlandCGRW.rup Calc @ MJ8 House faces: W i- wrightsoft°' Right-J® Worksheet Job: Lot83Kensing ton ReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 hNDI07i01-265 NING 1 Room name LAUNDRY LOFT 2 Exposed wall 0 It 48.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions T5 x 9.5 It 1.0 x 379.8 It 5 Room area 71.3 IF 379.8 ft2 Ty Construction number U- value BtutVW-' F) Or HTM Btu ft') Area ( ft2) or perimeter (ft) Load Stuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Meat Cool 6 Vtt 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 232 232 585 546 L-- G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A- 20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 V6 12C- Osw 0.091 e 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0,540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2omd 0.620 e 17.17 34.87 0 0 0 0 0 0 0 0 y/ t---( 12C- Osw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0,540 s 14.96 16.18 0 0 0 0 0 0 0 0 Vfl L- G 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 152 125 314 293 lea 2A-2om 0.540 w 14.96 39.23 0 0 0 0 12 0 179 471 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11, 10 0,600 w 16.62 18.51 0 0 0 0 0 0 0 0 1-- D 12B- 0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0,72 1.41 71 71 51 101 380 380 273 537 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 155 155 291 151 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 29 326 Envelope loss/gain 51 72 1871 2922 12 a) Infiltration 0 0 722 234 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 51 672 2593 3155 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 672 2593 3155 15 Duct loads 25% 441% 13 298 251/6 441% 656 1398 Total room load 64 970 3248 4553 Air required (cfm) 3 39 148 185 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrllhtsoft• 2018-Feb-0107:20:30 Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 8 ndCGRWtLot83KensingtonReserveSummerlandCGRW.rup Cale = M.l8 House faces: W Duct System Summary Job: LotMensingtonReserv... wrightsoft°' Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3738 CRAWLET DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.275 in/ 100ft 1283 cfm 124 ft Cooling 0.40 in H 20 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.275 in/100ft 1283 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 BATH c 113 2 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 h 824 37 37 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED h 824 37 37 0.414 6.0 Ox0 VIFx 12.1 70.0 BED 4 c 2570 88 104 0.373 6.0 Ox 0 VIFx 21.1 70.0 GREAT RM h 4206 191 157 0.285 8.0 Ox 0 VIFx 29.4 90.0 SO GREAT RM-A h 4206 191 157 0.296 8.0 Ox 0 VIFx 24.7 90.0 SO LAUNDRY c 970 3 39 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 4553 148 185 0.411 7.0 Ox 0 VIFx 12.8 70.0 MASTER BATH c 839 29 34 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3634 91 148 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 414 19 14 0,296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 245 11 9 0.309 4.0 Ox0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 343 16 12 0.306 4.0 Ox0 VIFx 26.1 85.0 st2 NOOK/KITCHEN c 6105 246 248 0.275 9.0 Ox 0 VIFx 33.8 90.0 st1 POWDER h 1585 72 34 0.288 5.0 Ox 0 VIFx 28.0 90.0 SO STUDY h 2240 102 62 0.279 6.0 Ox0 VIFx 32.0 90.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 802 659 0.275 574 16.0 0 x 0 VinlAx st2 Peak AVF 203 254 0.296 465 10.0 0 x 0 VinlFlx 2018-Feb-01 07:20:31 wrlghtsoft' Right-SuiteO Universal 2017 17.0.23 RSU23828 Page 1kZk ..ndCGRW\Lot83KensingtonReserveSummeriandCGRW.rup Calc m MJ8 House faces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2018-Feb-Ot 07:20:3i wrightsoftb Right -Suited Universal 2017 17.0.23 RSU23828 Page 2 ndCGRW\Lot83KensingtonReserveSummerlandCGRW.rup Calc = MJ8 House faces: W FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 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 (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five 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) EnergyGaugeO - USRCSB v6.0 2!tl2016 7:32:32 AM Page 1 of 1 i L m» a1 044P 3 bath duct j to roof capI w/fan f Nutone 6 6RNB O 14x8 lwcd 155 i C B' WINKAW Lld 2wcd x j 4' LOx4 g rt I I I I w+ 10x6 lwc 19' f 1504x9 lwcd x 14x8 lwcd j j I E I I I O t t Sri eS i j I rag -•'--" I Z i cf t0 4 4 lwcd 14' 6' u lS x4 wcd 5 L H 16x r- 1 10x6 lwcd Q Q O N m ry In In.z 6• R -P sr - rag Z . O\ I ! I lOx6 lwcd M F' 3 Z 0 4 Ox6 rag T N U t60 a _ I {{{ I x6 rag 5' ! ! gRigp . fi 6' LLj O F' O N -d- a YOx6 lw i _ 6 O CC ( 4 QL. d O lox lw d `L J 40 O 4- O : 3 S r \ 11T] x anM •I-' 3 Z u rUbd yea u 4' a T' x6 rag I I Im X c 71br1 A Looms I r I6` O r RI v a I Mflga x6 lwcd 6 Iw tv cd: I 3.5 TON M/8KH e240V 1PH 3 DOS Liptatforn by $ 3 I r T btdr 18x13 pten Z E r r m > scate - F•P4a __-- `-----.----- D 2444rad } NOTE AGERMUST PROVIDE UNRESTRICTED W 1INCHUNDERCIfrHEIlVDONSTOHABITABLE #tS w Transfer ducts Gr4 shed In conpUnnce Ntth Florkla Resgen t B Ad V Cock-W602.4 : W j lanced returnt°J EXCEPTIONS 1-3 ry x T auo moist Q z a W z 0 o I>- CY z W W zz 0m- J Z O Z D M LIJ `p L.1J Rating z N m w > z z a w j Q I— m Q D J O=) d of Must have a minimum clearance of 4 Inches around the air handier per the State Energy code. All duct has an r=6 Insulation value. m [L J U) Q Q ILI L-#Ild I VT7-v 0/ VA W 3 /1 l'-! OP), 3 7L) Numbing, Im, 42 M-767c,' n Osw 11 4z VTrl 411 DESCRIPTION AS FURNISHED: Lot 83, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc. LOT 77 Ok to construct single family home with setbacks and impervious area shown on plan. 33, 0 %'- I" P 6(?- LOT 78 S 00"19'09" E 52.92' I LOT 83 1 38.. 7' 38 ' 47' 8.2' o PATIO LOT 80 LOT 81 11. 42' 30, 0' 11.50' PROPOSED MODEL O op SUMMERLAND-C LOT 84 O O 2 CAR GARAGE RIGHT CQ W CQ ENTRY 11. 42' B. 7' o ABC El LOT 82 21.3' 1 11.50, 16' WALL DRIVE 25.20' 25.20' 10' UTIL ESMT WALK CURB B.B.) S 00-19'09" E 52.9,?' CRAWLEY DOWN LOOP 50' PRIVATE R/W) A C. OF LOT 82 90,00' PROPOSED - FINSHEO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT = 25PERDRAINAGEPLANSPLOTPLANAREACALCULATIONSREAR = 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,094.t SQUARE FEET OR 33.0,- SIDE - 5' FOR 40' LOTS LOT GRADING TYPE A + p LOT CONTAINS 6,3501 SQUARE FEET SIDE - 7.5' FOR 60' LOTS6 I '' 6? LIVING AREA CONTAINS 1,548.t SQUARE FEET SIDE - 10' FOR 75' LOTSPROPOSEDFINISHFLOORPERPLANS - 30.4 QQ CONCILANAI 1PORCH CONTAINS 546.+ SQUARE FEET SIDE STREET = 25' CRUSEYWEYER - SCOTT & ASSOC, INC. - 1,AYVD SURVE)`0_RS__ LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658-1436 P • PLAT PAL. • POINT ON LINE F FIELD TIP. • TYPICAL NOTES: I, NPIPE ARE. PO MY OF REVERSE CURVATURE IRONPBjM 0 IRONRODP.C.C.T F COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS Or PRACTICE SET FORTH BY THE FLORIDA BOARD OF C. H. CONCRETE MONUMENT RAO. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5.1 0 S —17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORi A STARIFS ICI IR, 1/2, I.P. •/WLBM4596 Nk NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID, NEC. RECOVERED WP. • WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY RE OTHER RESTRICTIONS RRIL POINT OF BEGINNING CALC, • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. 1. 0 C, POINT OF COMMENCEMENT PR X PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. C CLE, rIC qENTERLtNEFF. FINISHED FLOOR L AILASo" NLDN & DISK B.S.L.B.SL. BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ W RIGHT-OF-WAY 0.4 11t[ CHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. CASEMENT B.B..0: ANSE BEARING 7 BEARINGS, ARE WED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING DRAIN. DRAINAGE U TIL. • UTILITY S. ELEVATION$, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CLFC. CHAIN LINKFENCE 9. CERTIFICATE OF AUTHORIZATION N.. 4596, WD, FC. • WOOD FENCE C/ B CONCRETE BLOCK SCALE I' 20'-------+ DRAWN BY: ULT P. C.OINT OF CURVATURE r OF TANGENCY P. T: POINT DESC, DESCRIPTION DATE ORDER N... CERTIFIEDBY. R • RADIUS L ARC LENGTH PLOT PLAN 09-29-17 4198-17 D DELTA PLOT PLAN 01-17- 18 276-18 C • CHORD C. B. CHORD BEARING I NORTH THIS BUILOINGIPROPERTY DOES NOT UE WITHIN - __ I I- - - -, 4; 0114 - THEESTABLISHED100YEARFLOODPLANEASPER 'FIRM" X. GR S rEW I. IS QSW. SC , R.L.S 1 4801 ZONE X. MAP III 12117CO09OF (09-28-07) E AW Awl ROOF TRUSSES A FLORIDA CORPORATION 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com I TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:83 / MODEL:SUMMERLAND / ELEV:C / GAR R JOB#: 70995 MASTER#: WRCSUC OPTIONS: STANDARD Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUC Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Address: City: Model: SUMMERLAND "C" Subdivision: County: VARIES A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -93 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0181895 A01 12/8/17 13 A0181907 CJ3 12/8/17 25 A0181919 FL06GE 12/8117 2 A0181896 A02 12/8/17 14 A0181908 CJ3A 1218/17 26 A0181920 FL07 12/8/17 3 A0181897 A03 12/8/17 15 A0181909 CJ5 12/8/17 27 A0181921 FL08 12/8/17 4 A0181898 A04 12/8/17 16 A0181910 D05 12/8/17 28 A0181922 FL09G 12/8/17 5 A0181899 A05 12/8117 17 A0181911 FG2 1218/17 29 A0181923 FL10 1218/17 6 A0181900 A06 12/8/17 18 A0181912 FG3 12/8/17 30 A0181924 FL11GE 12/8/17 7 A0181901 A07 12/8/17 19 A0181913 FG6 12/8117 31 A0181925 HJ5C 12/8/17 8 A0181902 B03 12/8/17 20 A0181914 FL01 12/8/17 32 A0181926 HJ7 12/8/17 9 A0181903 B03E 12/8/17 21 A0181915 FL02 12/8/17 33 A0181927 J5A 12/8/17 10 A0181904 B04 12/8/17 22 A0181916 FL03 12/8/17 34 A0181928 J5C 12/8/17 11 A0181905 CA 12/8/17 23 A0181917 FL04 12/8/17 35 A0181929 J5E 1218/17 12 A0181906 I CAA 12/8/17 24 A0181918 1 FL05G 12/8/17 36 A0181930 J7 12/8/17 The truss drawings) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professionalqqrf responsibility solely for the truss components shown. 1tt f1lfl RjOengineeringt, *+rV iThesuitabilityanduseofcomponentsforanyparticularbuildingistheresponsibilityofthea «4":"• building designer, perANSIFrPI-1 Sec. 2.w,! Drawing(s)(rDD[sl) have been based on the j(}}} " 0 The Truss Design referenced prepared 140 construction documents (also referred to at times as 'Structural Engineering Documents) A i* provided by the Building Designer indicating the nature and character of the work. i The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof R; t y aywQ Trusses or specific location]. These TDDs (also referred to at times as 'Structural www 14 Digitally signed by An +44EngineeringDocuments) are specialty structural component designs and may be h O nydeferredAsTrussDesignEngineer (i.e., Special ` jj Tombn 111 i'r „ - y. projects or phased submittals. a Engineer), the seal here and on the TDD represents an acceptance of professional W< -us sr-Flnnda,l= A pierce o wholeNOuse+«. 4/ Engineering cn=Antho,yT +•«• engineering responsibility for the design of the single Truss depicted on the TDO onl t «Th o m bQ BuildingDesigner is responsible for and shall coordinate and review the TDDs forgpo f Tombo, An i 4! ema- n ony. om -w eng compatibility with their written engineering requirements. Please review all TDDs aP I 11 Anthony Tiwrtb9viti, P.E. related notes. 11 Date:2ot7.t2.tt to:os:oe-osoo' SERIAL # 3BBCA22100 0000004C1287DF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSLIC No. Seal # Truss Name Date 37 A0181931 M6A 12/8/17 38 A0181932 M613 12/8/17 39 A0181933 MG7 12/8117 40 A0181934 VM3 12/8117 41 A0181935 VM5 12/8/17 42 STDL01 STD. DETAIL 12/8/17 43 STDL02 STD, DETAIL 12/8/17 44 STDL03 STD, DETAIL 12/8/17 45 STDL04 STD. DETAIL 12/8/17 46 STDL05 STD. DETAIL 12/8/17 47 STDL06 STD, DETAIL 12/8/17 48 STDL07 STD. DETAIL 12/8/17 49 STDL08 STD. DETAIL 12/8/17 50 STDL09 STD. DETAIL 12/8/17 51 STDL10 STD. DETAIL 12/8/17 52 STDL11 STD. DETAIL 12/8/17 53 STDL12 STD. DETAIL 12/8/17 54 STDL13 STD. DETAIL 12/8/17 55 STDL14 STD. DETAIL 12/8/17 56 STDL15 STD. DETAIL 12/8/17 57 STDL16 STD. DETAIL 12/8/17 WRCSUC IA01 IHip Girder AN HOMES / SUMMERLAND A0181895 If Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:23 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-fl zdtrLUPJzTC8cR7j_4N261V RR_szrDm98axWyB2cU i-O 7-0-0 12 4-9 17-7-7 23-0.0 1.0 -- 7-0 0 f --- — 5 4.9 — f- - - - 5.2-13 i 5 4-9 7-0-0 1 Dead Load Deft, = 5/16 in 4x10 = 20 II 3x8 = 5x 10 MT20HS= 3x6 =. 2x4 II 400 17-7-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.O Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.34 10-12 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP N0.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-24 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _—_ REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 - 59(LC 8) Max Uplift 2 = 825(LC 4) 7 = 825(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/1712,3-20=-6367/2231, 20-21=-6367/2231, 4-21=-6367/2231, 4-22=-6367/2231, 22-23=-6367/2231, 23-24=-6367/2231, 5-24=-6367/2231, 5-25=-6390/2241, 25-26=-6390/2241, 6-26=-6390/2241, 6-7=-5135/1710 BOT CHORD 2-13=-1489/4652, 13-27=-1485/4668, 27-28=-1485/4668, 12-28=-1485/4668, 12-29=-2125/6390, 11-29=-2125/6390, 11-30=-2125/6390,10-30=-2125/6390, 10-31 =- 149014663, 31 -32 =- 1490/4663, 9-32=-1490/4663,7-9=-1494/4648 WEBS 3-13=0/504, 3-12=-732/2061, WEBS 3-13=0/504, 3-12=-732/2061, 4-12=-690/480, 5-10=-700/478, 6-10=-746/2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 238 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-114, and 240 lb down and 238 lb up at 23-0-0 on top chord, and 365 lb down and 82 lb up at 7-0-0, 88 lb down at 9-0-12, 88 Ib down at 11.0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-114, 88 Ib down at 18-11-4, and 88 lb down at 20-114, and 365 lb down and 82 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 0% 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (Ib) Vert: 3=-193(F) 6=-193(F) 11=-70(F) 13=-365(F) 9=-365(F)20=-123(F) 21=-123(F)22=-123(F) 23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31 =-70(F) 32=-70(F) fe wp(iwu wwwsNrnwx Ae'kl tUiH SIrSS1 S Ei RAiAitl Ul.A;X101tli14 t9[!tgrififsnxkNs!fBakFi'hro Md wtys rw.ednsW W Mrw 6t G,n ksyow.xgjlha;WMlMial lµ6. YG.FY hbxwrSdw Mw. r kkst dwa,w NaNwllel. w&—..____ Ik?w w.rcsx own 104.At.lrnxkyye tyexoaa. yuMSEryaew`,MsNwrp ihrrgsstdswa;wwwldM fWsw'uf.wews pwMd}!r 7t ktgsdtrinfr }wfiwrxMwklE@ kwrw lM l.. ,kksy.wuywet kdp swMwec. uehnYb Anthony T. Tor»bo III, h,— W kert#-hiiwtshpW. hgkkIR.4 W"e- d O.r. Wnedfx-'msp+wrW YgxFrcywsddAdlkOm+,sxAwwiw4wndgwkMwMa}ks,fd,klewMdMIF(.bIA(WkkMkaNgeM.wrP.1.MdpMdMrrhWMki#arRlYel.r,eRWglewwgsbip..bwaliwWkwxlddkMnrpwMatd :.80083 M Mdwr kwfw M8attwawsw Wts 5YMk www.'ht iq warshp w lidd w M W*A.. ,* dtw fwre rro., 411 ld f.'4waktw.'Wh*s0ft lI—ksryoo.Lns ksq. t kn 4451 SC I',,d, IiNd, Mn'mtkM/F..wMFgwtpwtxsk h.rYbes+twlW. lw k+ k4 wltrwu,.KiA.. k:Mwrinr}Id.w U.N4Wf.rwre Gd}MNwr AR:ryWtd dxt w.n l/ wi, inI tort P.erce, FL .14846 grryAt 2` 201h A -I tal hinset Wiser I.1swho III t.t. RepNwaa al this istoweec u snt tan, is poh4oil without iha wants fwoiuioo I,so A -I loot braes- Whoor L [awae 10 f.L WRCSUC A02 Hip 1 1 j b Referer At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 1 I D:?sOQv11zBG ko2h F p RYi bzzzOpep- r1-0 4 —__ 9-0-0 15-0-0 21-0-0 4x6 3x4 = 4x6 = SUMMERLAND ' A0181896 lnal _ 11 iustries, Inc.. Fri Dee_ 8 11.46:24 2 117 Page 1 rM6Ad5JglBehQ VJvnf_lmvb5KM?pu7UzyB2cT 9 0-0 - — 1-0-0-0-01 Dead Load Dell. = 3/8 in 3x6 11 3x4 = 5x6 WB= 3x4 3x6 II 9-0-0 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-0-10 oc bracing. 6k recommends that Stabilizers and required _ Lross bracing be installed during truss erection, in cordance with Stabilizer Installation guide. M REACTIONS. (lb/size) 2 - 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = -74(LC 13) Max Uplift 2 --357(LC 8) 8 =-357(LC 9) Max Grav 2 = 1260(LC 1) 8 - 1260(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-709/0, 3-4=-2162/1409, 4-5=-1918/1412, 5-6=-1918/1412, 6-7=-2162/1409, 7-8=-709/0 BOTCHORD 2-12=-1089/1904, 11-12=-1345/2186, 10-11=-134512186,8-10=-1092/1904 WEBS 4-12=-94/494, 5-12=-463/310, 5-10=-463/310, 6-10=-94/494 CSI. DEFL. in (loc) I/defl Ud TC 0.62 Vert(LL) 0.3610-12 999 360 BC 0.70 Vert(CT) 0,7510-12 478 240 WB OA6 Horz(CT) 0.08 8 n/a n/a Matrix -MS Wind(LL) 0.1612-15 999 240 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 8. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% Maq lieu Ma}Yh raro a»AI10-OyuNi'r,, 04v I410&tAMl?4i5t{gMr^q't4f"t A1Micirwtr Mra io{ kop wa , wows, a kt Iatt k" 0 gjW.1w Lot"i lack Mt( Woo i_ idaew pAleu aMua aMNaM to, 10, Milts rartM MwssaNkak to et'ICMkrMM. Atakets kmPtst—cf}aMRfgnea•, its seMafa{Af.IMtufiswaaaMedMptk,sMa=M}aaryreyaaNMhkktgad4tarMi tp}MNalltif4 al aM i1Fl. ik ktgaaVerMPt, Maxx uNM4+rW0am Anthony T. Tom III, P.E. ae.aaa„i„nt«arkMoyns«ya,aaar4w+c.a.rc.tataaar:Kape.k.M.gk,a.Mr aaa,ek,Af.s.Mc.ar wa«;MM akw{t,l. sagpad krraar rx+a e kr..:t ,. N isllMi k+yar(rraMiM al aas sdbMaa{BA rk ae Naanai polmn daakxaaa {r Ma iklee MaaM AW ' "°" d"9. qr. erkMIMF aA ira+a rka.nyasrtkFfA 3 80083 Mnnu M,wlkrtatnn lataftplMnaghdpxax Ma&N Ik lra ks r piMrd rMaa. I -auMF(ahn Ae syaWikn lk PMtd ae i,ns kwpa. ne Inip hear a(llnMbeaMs 445; Sc. tvcle 8ivd, y gw nfFlbM&a#k qm_a has 4lasi xa{k k.a Mar Met/ax at RldkMx Rl roft Pierce, I L 3410, fhyrpk 31261f A -I Rnaitnxes AaifoMTttaarsa ill, l.E. Repteiwtioa ctdhfouaroat.Amtow't ploflBil xil4oattM..ft. rasfsiaa I'M 4-11W ltauec Aadoar 1, taefa ill, f.E. Truss Type Qty Ply RYAN HOMES / SUMMERLANQ Hip 2 1 At)181897 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:25 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-bQ4NI WNkxxEARSmgE70YS_C7EF8kKckWETdhOPyB2cS 19-0-022-10-8 30-0-0 i-0- F1- 0-9 -- 7-1-8--------h— 3- 10-8 ---I— --._._. 8-0-0__. 3 10 8 .`. --r— -- —_-7-1 8 1-0-0' 56 It 4x6 11 5x6 It 4x6 = 3x4 LOADING ( psf) SPACING- 2-0-0 CS'. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL L25 TC 0.76 Vert(LLj 0.58 13-16 622 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240 BCLL 0.0 Rep Stress Incr YES WB 0,19 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.36 13-16 995 240 LUMBER - TOP CHORD 2x4 SP No.2 "Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 - 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Harz 2 = 89(LC 12) Max Uplift 2 - 339(LC 12) 9 - 339(LC 13) Max Grav 2 - 1260(LC 1) 9 - 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-1169/55, 3-4=-2186/1561, 4- 5=-1968/1385, 5-6=-1800/1341, 6- 7=-1968/1385, 7-8=-2186/1561, 8- 9=-1169/55 BOT CHORD 2- 13=-1261/1953, 12-13=-961/1800, 11- 12=-961/1800,9-11=-1266/1953 WEBS 4- 13=-3621394, 5-13=-152/438, 6- 11=-152/438, 7-11=-362/394 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10. Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in 4x6 II PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0°l t mip MNu NagN{rtrn, WA 1 D]f' WS,k fir`. 4t3a!I,ly}t,:n0fnY5titroM^Illr•C;A([k;YaANItN'h. NgSnNp Nectk+r wi aM war»hr<.,rNt p@n,rp;t@C, aNMftlMp f kwr,WM heft kM- fNeu Mk+.,x t N«M[xtt iNtrsnnaa, rMat rltbNeWlu at'Oliakedd. Arelrnt Desge Fepna,u.. Mryfgwwr;.Mudwap R@srpetnitnnttiistedMprdcttMd wgturry ra..paz:Aaz,•Io-NMr}tllleapi ,;z gaMl ah aen till rxNu}varwe, 4lp wprtres.:eMhim Anthony T. Tombo, 111, P.E. eNnedN+-. my!aathdfy tN,rynetptmdaeO.m,lstr.w'twMaikepsaaekdNgPr:,eAeiwMtdatK„AeptwlhN.elbMateMrsdlryl. reerewd0.r"W'k4 t elk ntr."b/" kw.4.Ywge.nMaFwtMN•a{wMNM ywriod - 60063 M NdNq betryea rae fenedw Mrcat mee Rbe l6@W7a Mats al ryddMsdtNNidgr(e"nenl SdM MUMn!IlSt3 plKsiNNf NittAn Meaei µIPMnte. lhikAfs rN reywriikeet a/bM4d rw hen,hugla..nr ksgipiww rN 6errMmN+Ma-atnt 4451 St, Woe Btvd. Mc" ne NRMMr:n"stWMgMEr lq Ndruan aMwf IN Inn 0.etye6{aera N":IM1s11 h[yM-"knf i.mt6pee deq M4q rr tpMt+N ttsmnMM4'Irl VW Iiierce, FL 3490,, cPttybt 2Plf b-I tzol [rrsxt-AatkettPLlmbn llr Pf. tepeintim of M1n lnwroa. fa rnq fan.it ptdi4ik1 xi14ew EMz vfttca rmniszrahen 4I tbel GrtszsAdbo rLlonb"III, Pt. truss type (Uty Ply RYAN HOMES ! SUMMERLAND Hip 2 1 AO181898 es, Fort Pierce, FL 34946, designLa1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46 26 I D:?sOQvl IzBGko2hFp RYibzzzOpep-4ceI VsNMiEM 13cLOorXn-_Ck ELfN 1338f! 1-0 6-5-13 t3-0-0 17-0-0 23-6-3 1-0 I-0-d 6-5-13 6-6-3 i— _._4-0A 6 6-3 ._ _F— 6-5-13 'f-0-d 4x6 U 4x6 11 Dead Load Deft. = 3/16 in 4x6 II 3x4 = 4x6 = 3x4 = 4x6 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 360 TCDL 10.0 Lumber DOL L25 BC 0.97 Vert(CT) 0,60 11-13 596 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.31 13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1 Right 2x4 SP No.3 1 6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers -and required cross bracing be installed during truss erection, in l accordance with Stabilizer Installation uid, f REACTIONS. (lb/size) 2 - 126010-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 - 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOTCHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532, 12-23=-845/1532, 11-23=-845/1532, 9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 7-11=465/531, 6-11=-222/498 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opst; h=25ft; Cat. 0; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard 0R PLATES GRIP MT20 2441190 Weight: 133 lb FT = 0% swtq-Pent a•wpa ewa [ '-114t;f 'M,s€:!u sr; aetu i!UIS 1:1xAt11 7N i l101t as?Y" uaWatwurr tw. tnrr k,q Mm.n I.t m/ ,nc. we H.cc o.!ry Ale.y7ae wN uaeq treb a;. t [ tae.rc sw., abr v. Alec, anrx m.t sw BI,.q wteecnw a.c,s rnawtt ?pGak,aa. tctt Ms ysE a E.a'.:aert tr„a.,atasrl00t ,n.a; .tascNae:,.sx .tn,n+w .raa.xsgsars.i .,Mweartoa r. tnt. trk,yenc.+ a va »G a. Anthonyasexata ;,nc i«ea MMy s. e,pe, aa. a.n,.a. a. .,a.rtM yea. alalks en .. e+wMamr.. a. ..MT. Torobo 111, RE.a. anwIR4 4 80083 iki+uAq @scaFer we tweets ur ssnNa.ew(.e Naxn Mrn:areaae bagtawewi i4ep llu.eiws tsgM NktM a4KA menwHa .a pW.e. MFl Ceara ek1Ak,MkMeata htt+ aW+ mt taMetp r w.et eRN aM s,rco gnoarwan aeN,N 4k hen Asrtu Epe.an WfMi Anq a.e kx hnwlepan Kq!k•Mt. 7l:rye hn/ar.; .ea MMatN-I. ''.4m Mip b{.eeMlnn l Muhu. winx 445: $C_ Lucie E31V0. ZtfortPierce, U 3440 tMtaH t 3&If 6 1 taei tnzsrs - Aal4oat I. [asao IU, Lt. kwaaucpaa al this laesaat. is say tars, is pta6Aitrl.ahen 4w nitba rwsitsroa has A I tact Enstrt-6uuMaal I. Iw.ba lq, t.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUC I A05 Common 5 1 A0181899 1 Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:4 I D:?sOQvilzBGko2hFpRYibzzzOpep-4celVsNMiE M 13cL.0orXn_CkHTfNw: f1-0 8-0-0 _—t------- 15-0-0 —---22-0-1 _.._ 30-0-0 1-00 t 0 8-00 7-0-1 — 7-0-0 7-11-15 0-0 4x6 II 10-0-15 5.00 F,2 06 = 3x4: 4x6 M 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,80 Vert(LLj 0.43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 2 - 1260/0-3-8 (min. 0-1-8) 10 - 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 - 374(LC 12) 10 = 374(LC 13) Max Grav 2 - 1260(LC 1) 10 - 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528, 5-6=-190911552, 6-7=- 1909/1552,7-8=-1996/1528, 8-9=- 2207/1601, 9-10=-944/109 BOTCHORD 2- 14=- 129511966,14-23=-73711363, 13-23=- 737/1363,13-24=-737/1363, 12-24=- 737/1363, 10-12=-1299/1966 WEBS 6- 12=- 471/701, 8-12=-425/553, 6-14=- 471 /701. 4-14=-425/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1,60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE( S) Standard Dead Load Dell. = 114 in 4x6 II PLATES GRIP MT20 244/ 190 Weight: 137 lb FT = 0% amp-nwu, wwlN.re...ar'I-iaasrmr ^xa.rraxe,rursr„xmiGas.rua'm;naaw?etteaxwrne mare..+n s.r..a,«,ies,a.aF..raar,-w+.n r r..r, ra,„,+r,.+M... wx„ar.,.,.,.n.ra.w, wlx wea lMrsalrkuq »>ee.a,aa. r,raso:,4r ins+"tr.. aA lrgaa; as sarwsroa sp.ssasbH;..arnras,a.ar *rss«:aaraa. asgrae.:utwr spuxeane roe»i..«asmttrsa:y nwnas.wal atins.s+ aa. Anthony T. Tombo 111, P. F. vela aro, l,.,,eu Naannar npeNxkra o.w, arGnr', Mwiaei rpraar la4ery"e,..ase wro oar u.aataa,ad .ewM,ree.ernr ae wnPa ear ma.e eve aea.,.aat;m.rrc,aiq.,rge. e,auwwaa aem,as;ka. o-,rw,aema - 80083 ftt+wrasqr.. etw"xasrowassnwlerore@wlbnoMnalrapwsanrf IrN.r.H&RbMa"w11x4pM,wIX,rRMx[err anrwla<n..arra...maa"wcar rslwwa"nrNNonarmNn,k,..nsssMyrf"yer.WlmsarwNo.nakxs 445 St, Lucie Blvd. NbvN.arq M r `.wwR=qlM yw a nl0t Y{ aF WMw awkM Ik lrtt.let:p [e arx rc KI M WMR 6rtNw, . knt }tkf hlMc a el N'7M1. WegUlltN.aix; ae w Navel a UI Fort P erce, FL 34946 tMPilMs %` f@Ir l-A loot hesses - IaiMoay [1aa4a 461.E. I"grdwaan 01 db totme, a uy Iww, is pf o 4iiel.A"l *. "k" lewi'm I'm 6-I Rol -Aedop L (ante fU: f.L RYAN WRCSUC A06 l Hip A01819001 Pagesses, Fort fierce, 46, design(c attruss.com Run: $.120 s Nov 12 2017 Print: $.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec $ 11:46:27 2017 Page t I D:?sOQvll zB G ko2h Fp RYibzzzOpep-YoC7jCO?TYUuhmwDMY30 XP HSG2ocoS4ph n6n5lyB2cQ 11-0 6-0-5 9-0-0 10-$-0 15-0-0 21-0-0 23-11-11 30 0-0 1: 0_ q0- 6-0-5— 2-11-11 ,& Q f— 4 4-0 t--- 6-0-0 —2-i t-11 _& h 5 1 6 d 06 11 6x8 3x6 = 6 4x4 _- 4x4 = 3x8 = 54 WB= 3x8 = LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.35 14-16 999 360 TCDL 10.0 Lumber DOL 125 BC 0.70 Vert(CT) 0.79 14-16 454 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,46 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MS Wind(LL) 0.21 14-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 6-2-9 oc bracing MiTek recommends that Stabilizersand required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide._ REACTIONS. ( lb/size) 2 = 1260/0-3-8 (min.0-1-8) 12 - 1260/0-3-8 (min.0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 12 - 413(LC 13) Max Grav 2 = 1260(LC 1) 12 - 1260(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-730/249, 3-4=-2248/1576, 4- 5=-2086/1470, 5-7=-1723/1251, 7- 8=- 1904/1404, 8-9=- 1897/1384, 9- 1 0=-2056/144 1, 10-11 =-2244/1560, 11- 12=-726/240 BOT CHORD 2- 16=-1290/2006, 15-16=-1367/2180, 14- 15=-1367/2180, 12-14=-1281/2000 WEBS 4- 16=-187/257, 5-16=-249/471, 8- 16=-462/344, 8-14=-346/369, 9- 14=-290/509, 10-14=-174/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 2 and 413 lb uplift at joint 12. 8) Graphical purtin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard Dead Load Deft. = 7/16 in 4x6 II PLATES GRIP MT20 244/190 Weight: 150 lb FT = 0% Iaaq- RwolYnp/httapE `N tWt?M"fi`isUN`.atttcil;MStt'lMMOiRl[JF10di lrRflF(KAClYfPGYfXrlan. haMifmq laxsdataf a/alttnRiS lmrbap AeMn}1RCjadMfANgllablp. ti MawtFW'tdaem pdett Mdasa uaMnM[W.n6 Iglrt raealx pms UrNknNb9n 1pCnkedd. Ari4asYn4c here ne_SlunllErynmbsalnlq t66 asmsnanpaarlin pM sawla6annf enl+niMM!b§MsrpdMcspM fsn:ipatnn[alBBak win tql. rxksgs n:.eipws.W:eNaiws. aawm Anthony T. Tombo Ill, P.E. wlnedMLnsiwwtkMryuMatpanAmdlMeQ•aa.M6.uts Anfae s}seade Heap Onp,a,ah uand4M 4:., nr lx Mn.4al+4nrdrMth 1. 11e nrnddMi@F nRgAWrudne l,ns.alMnl aNlp sMgt. bsldnMeNba dsNk ta udinrd ket @ex nabl«warar 4Yariasaafa1k14CMtraa*nMryrlNMtdnrMlipgfn SdenkMsaaea,ttwMk++ahlr,wl4xAsrrdaxultrgwrviMaai.IRlalnesYeagnnilMsWldltMMlemkxpn.§mMiptginnwlntl aanr -i' 60083 sM+ xm nFaMh s,aeaf •ad qnt a na. b NI rYM aut.N. Ib Irut M!p t1}Mn n kSt 0.ekeN 9nyw. n Lm S.metgnen d m teNet. N fl MgtN ee, a a NRM n ip-F 4451 5C Lurie ZtI (A Pierce, Ft 34a46 p} ri}N$tP@IfF-I Icd 6 sstt fa 6oe}Linaio+ll, I'.t, tepreduclroa sl6is iaeTal. is at hie. it Pro"ril6aul lle arrRee µa issioekos A-1 lot tnsvtl-Aa 6o y t_IonW gyp, fl. WRCSUC 5x6 =_ A07 10-8-0 Roof Special Girder ss.com Run: 8.120 s Nov 1 ID: 0-—+ — 4x4 = 4x8 == 500 MT20HS= 3x8 = AID181901I ce (_pptional) J AiTek Industries, Inc. Fri Dec 8 11:46:28 2017 Page mVwYPdEscllvVPwGaF4dgaAS3OXo5ywRsLdkyB2c 26-1-3 30-0-0 1-0-9 3-1-3 — 3-10-13 -O- Dead Load Deft. = 5/16 in 4 M 0 m 6x6 = 4x10 = 30-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d TGLL 20.0 Plate Grip pOL 1.25 TC 0.98 Vert(ILL) 0.32 11-12 999 360 TCDL 10.p Lumber DOL 1,25 BC 1.00 Vert(CT) 0.61 11.12 587 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.35 11-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T4: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 'Except' 62: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 20 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required Ilcross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 2 - 1828/0-3-8 (min.0-2-3) 9 - 2771/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 - 540(LC 8) 9 = 929(LC 9) Max Grav 2 = 1828(LC 1) 9 - 2771(LC 1) FORCES. (lb) Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3626/1083, 3-4=-3324/1033, 4-5=-3308/1021, 5-6=-6027/2023, 6-7=-6027/2023, 7-8=-5790/1939, 8-9=-5801 /1966 BOTCHORD 2-14=-974/3266,13-14=-1590/5317, 12-13=-1590/5317, 12-21 =- 1683/5396, 11-21=-1683/5396. 9-11 =-1 723/5235 WEBS 3-14=-316/299, 4-14=-662/2255, 5-14=-3048/1123, 5-12=-453/1015, WEBS 3-14=-316/299, 4-14=-662/2255, 5-14=-3048/1123, 5-12=-453/1015, 6-12=-268/193, 7-12=-3311776, 7-11=-328/1290,8-11=-139/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip D0L=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 540 lb uplift at joint 2 and 929 lb uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 238 lb up at 23-0-0 on top chord, and 1522 lb down and 540 lb up at 21-4-12, and 365 lb down and 82 lb up at 22-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pff) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 172 lb FT = 0% Standard Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15-18=-20 Concentrated Loads (lb) Vert: 7=-193(B) 1 1=-365(B) 21=-1522(B) raeiq. (Mv Oauleln re.a. M`l-110;( FMS k'..J': oFe9t4 Iitk3 k `.;a0iI1L'ei:ef 0l1,111ffr'j KrYix:(PrMk2r Ma bray Nrrr peasw.i wt rni rht n Ait Inn Oe yRAex41`I00}NM klnel I kW a-!'. IdaniC Sink bMe nt kktt ren.,n aNda M I@.rdr —____. Wlaznanxr Mrs ridl krafWM'•1Ckkrdd (teims9xuer fpaaa i x. <eaae(Egaai„M:afam70rgr aaaa:rpLaeRN gWtaad uparry m(atMkrMkupola cnfk im: MtMkaMfBF k.rka tAt. Ikkup auryan, aeery uNaat. ira iM Anthony T. Tombo III, P.E. Nmdlkt?msra mFreiq itMntrauzehdM R w,k6na ttalnnei q+EaMtnlbalPo-:gea.Y2taWidMF.M N(MN, Md knWgerk n(Ik.l. MgrnddM Mow" ezd Or.1—. aiK'k.104 sMryr.MWbeaa(kary WYk MregntAMdrd a 80083 M kal"k" pa ae (aeaa Wales sa ntkert iQC n/M pHkB rk rxkdMSdapkikry(rgaNWnWasaes:1tSfi(rleik(ki(!af SIXA andaatM hr p¢ad pNear.7X.ikfnssM nyavkkat iM kMtdM 6+u MTn. h•n Mqe (qew ai inn YwdetMa.abt rMrmalN+rdh z'apal Rretgaa earyhN(egzt an(ert ik Mrn M`!r [.prm e:IPyFMMMry Braga a1rn,Hnn tpeea da{MNnA Wi4FInN asimaaewam-1 ort St. , FL 81vd, R Fart l erte, FL 344dfi oPrryfB PdIBAIIBalGeuea-AoftoelLlBaBofll,P1. RoprelwttoeelAritloteoroet.ieaotbra.ispre6i4ik/ri(hoottMoar(t(poprsissioe6aaK-IRootlnssts-Ae4oeyL[deMiq.P.E. SU B03 A01819021 - Fierce,l-[_ 34946,destqngaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiUk Industries, Inc, Fri Dec 8 11:46:29 2017 Page I ID:?sOQvilzBGko2hFpRYibzzzOpep-USKu8uQF?9kew34bTz5UcqMuhsPgGPA684bu9AyB2cO 1-0-0 6-5-7 14-10-8 214-0 92-4-Q 2 _5-8766- 4x4 Dead Load Deff. = 3/16 in 3x6 11 5X8 = 3X6 11 LOADING (pso SPACING- 2-0-0 CSI. DEFL, in (loc) I/def! L/d TCLt 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.17 10-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.3510-17 726 240 BCLL 0.0 Rep Stress Incr Y WB 0.23 Horz(CT) 0.03 8 n/a n/a BCOL 10.0 Code FBC2017rTP]2014 Matrix -MS Wind(LL) 0.06 10 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0. Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing S-_ 'riM1Ffk_rCc6mrWniI-tshWt tabbie — and tequWed cross bracing be installed during truss erection, in c rd anrewith Sta ilizerInstallation Rqide,_ REACTIONS. ( lb/size) 2 913/0-3-8 (min.0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Herz 2 86(LC 16) Max Uplift 2 274(LC 12) 8 = 274(LC 13) Max Grav 2 913(LC 1) 8 913(LC 1) FORCES. ( lb) Max, Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-923155, 3-4=-1433/1075, 4- 5=-1127/850. 5 6=-1127/850, 6-7=-143311075, 7-8=-923/55 BOT CHORD 2- 10=-832/ 1271, 8-10=-837/1271 WEBS 5-1 0=- 3941604, 6-1 0=-370/444, 4-10=-370/ 444 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C, Encl., GCpi=0,18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1 .60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0% J'kic It '* sini4triit"Itri wt'_ 1111 Anthony T, Tombo fit, P.E. 80083 koq. 4i" k'. P!%I_.1-Kd.W. inns 4451 St. Lucie Blvd. Ifisfadoolan It this dm~, in ssy Iva, Is P104i" -A-I $0 -ilk- P-1-ninn I'm A I lot Insists Fort Pierce, FL34446Zt " ""' " 0 RYAN A0181903 803E lCornmon Supported Gable 1 1 _ J Job Reference o ierce, FL 34946, design@at truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:30 2017 Pagel ID:?sOQvl lzBGko2hFpRYibzzzOpep-yNuGLERtmTsTYDfn i hcj92v8cG_P?v3FNkLShcyB2cN 6 5 T1 3x4: 4 ST4 3 el 5T2 ST3 2 tPi ST4 of 131 3x4 24 23 22 21 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCOL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-7, Right 20 SP N0.3 1-6-7 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-0. lb) - Max Harz 2= -86(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-110(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23. 24, 19, 18, 17, 16, 14 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-1151271, 8-9=-1151271 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrP1 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 4x4 = 6 9 e 10 1iTi ST5 ST4 t2 30 ,.,. ST3 13 ST? j`_ STl c 14 15 1I Bi .r;.. I.'. u asa 3x4 20 19 18 17 16 5x6 CSI. DEFL. in (loc) I/defi Ud TC 0.08 Vert(LL) 0.00 14 n/r 90 BC 0.05 Vert(CT) 0.00 14 n/r 80 WB 0.06 Horz(CT) 0.00 14 n/a n/a Matrix-S 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=lb) 24=110, 16=104. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weioht: 110 Ib FT = 0 easy-MuaaaglF![nrx tfe`r-t ItrDt t181iFS 71f3;1'; £Feat; Tw"&' :i:l.'M"RHefrrAfSFiaitDGkfar dra M1x brlr Nrawrcrattar nran i nrtcn p fnaap;![Aze/tix feap1. taaw«-a2i1RrMgeeSM4NAfe.u. Rrnt:kla+w Waalr TdA eh IbieA=NwMthhs tlMkruala 6e lQ@xMeM lye G.st 9asye"Rmn{u.irycYh{3spAtxG al sr6xwllpQ,grtNAnt;tM r Ala RAnxWI A^rr'af'ryws of&MkuF#fie regfe l,na Hl'aawbe ild erh.wM {R I. t7sM itl++r :-bWgspNRwt.i4hiYh Anthony T. t`omM tl;', R.E. d.rrm,[nr,e.War,P,rMr«:r.rkente.arcw.e,.auapeavasRtryaa.aa,.ora 4t.arty.eatw+wr«ay,ra.zln.Ci+aar,e4mtdeaarsdr rra.i;iuw+s.trsap..w«,..r>tevnr,.y.waa. xfl4U6.3 ae4.dW,y ¢.vy.«Mfe+au+,. FX r+a Wallx Rdd Rt4rF mrn €tektxnf!kepNegirstaatSMb 4iraaalrSFfthgdk3.M1xtue Mrme Gv prtnpriae Al+awr+4 e kenWY!krdt4e[se+asgn,.Im,9ecge raµa«asiasllwlnrne. seku 4451 St, time (Blvd, r3«,orxawEhri14aR1 aBM('Meq nagprRp rx aeaK >M hm Rrup l xr,.Y;, airoflry 3e+gro atms'nma?q xNae vita. iO Nrrcar aeu NraNalttl Fort pierce, Fl. 34946 CoprryAtCY9Id dl kar#I3artat AaMear l-laade lli Pl. RapreMtroa al tRltixemaet. is oaylaat. is pre416Ne/.itkaettd<rreka perauuroekwaA-I 1a01rette4Aertaep l.lemda 111, 1_E. Job Iruss Iruss type city ply RYAN HOMES / SUMMERLANO WRCSUG B04 Common 4 1 A0181904 fierce, FL 34846, gesign"altruss.com faun: 6.1 Z0 s Nov I 201 r Pnnt: 6.120 s Nov 12 2011 MFTek Industries, Inc. Fri Dec 8 11:46:31 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-QaReZaRVWn K9NE_bO7yhFSD3g55kJfocO4?E3yB2cM 1-0-0 6.5-7 10-8.0 14-10-8 21-4-0 1 0 r 4-2-8 ..ts.V 4.2-9 ^— 6-5-8 4x4 = 3x6 11 5x8 = 3x6 10-8-0 21-4-0 1Q-8.0 LOADING (psf) SPACING- 210 GSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL t25 TC 0A2 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,23 Horz(CT) 0.03 8 n/a n/a BCDL 10 0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purtins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. __ REACTIONS. lb/size) 8 = 852/Mechanical 2 - 915/0-3-8 (min.0-1-8) Max Horz 2 - 95(LC 12) Max Uplift 8 = 245(LC 13) 2 = 274(1-C 12) Max Grav 8 - 852(LC 1) 2 = 915(LC 1) FORGES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-1131/857, 6-7=-1440/1084, 7-8=-954/104 BOTCHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=245, 2=274. LOAD CASE(S) Standard Dead Load Defl. = 3116 in R0 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% M—V"4q--N'A}Abk tt@Siti°4tti'ste£kAFNi,%Flgt{pine yMt tt1TY1"pid",Ku:1ra%Mtrl"Nrr MRe kt iMnwixerxewrwbnwPn?aas BmN'r"+fiifWM9+Hnx}E.kM».t,[b(Mra+Aea hNae n. 6iwnt afMxw uwl.fc R6:wk M NMMFIln 1W Antbony T. Tombo 111, P.E. d r,rMM t , ea pc.xtryarxrc:newrw. e:Y ¢..t.nre..« wrwt:..pwwai»nata,y..un<ewrmege. M.«Rr«an rawt wa;rrin 1. I.gr«w edwl.i wrlw dAe .te..xA/w wwep. awgp.. wRw wA h.c,q e krwe>ye. re x OW83 1e Iw er 4es4ee, IM(eMNM. AN Met M wtr fie nBM nwtueM1 M teM+lwn!"ae bNq Nle.wt SKkfi kwexrm 1tiP; r W k fi ed Ait M daetMlw ferrtl rrkwe Ix MdN, h wgwsaas ep bees f 6e h.0 BwgM. Gna As,1r Een[tr W 5ns aiwlevw x. a4u xM.¢ekrwtheirsbgest YwwaxrMyq,laterrrMK`kfmsituptpewrs. Nli kt hYq 9es x,wrant 4nnr gwrda!NNket Ar wlrnkN lrrtMerMW wind. aatLerc', I'L 3494FortPsprce, R 3d446 trpnipbt i9lbkl RaoF Grsstr ArNrry L1Me6b Ili ti. tapadalre t3 Misaer«n.drrp far.:hpaAllittl-"like Hater ppeont. It. A lLrol lwc l AetheeyL leaAo Nl, r.L IWRCSUC (CJ1 IComer Jack 16 eom Run: 11.12U s Nov I ZUI / Pnnt U.1 ZU s t I D:?s0Qvl I zBGko2hFpRYi bz 1-- 1440-11-11 A0181905 1. 5x4 0-11- 11 0-11- 11 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 240 BCLL 0. 0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in L. ccordance with Stabilizer Installation uide.__ REACTIONS. (lb/ size) 3 - 1O/ Mechanical 4 - 5/ Mechanical 5 = 150/ 0-3-8 (min. 0-1-8) Max Horz 5 = 37( LC 9) Max Uplift 3 - 10( LC 1) 4 5( LC 1) 5 = 88( LC 8) Max Grav 3 - 12( LC 8) 4 - 11( LC 3) 5 - 150( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/ TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5. LOAD CASE( S) Standard ram. rx. 0 nayµa.*,, ^a- ro.rz tms t^s utr ; ft i ruu e,:nern ss ts<uw 7wrt unent t.r re urxr Nth t r e«at a ass Intl hsga ar+q nacl rarr s ram. m. r! ;e spa Her a. rwt, a.a,a. i..dr fflnc taaaM p.t caek a/lane'0fnkedA At*inntftt r Elgad tit_ a*iEryam+'r ex sdlweq lff rp reatma:rnaxtdMKdetamelapaea*error:nmirant msgedYtarN lra;IpuManerObalr aM lm 1. fkktgllSgMtMNar umaet, talW?m Anthony T. Tombo III, Pf 80083 gnedw . nveamrtaeryhneayatbmedl0eea.MO»r txMUH rpeu ne kXy mslea.MA uaM d4N IK.IN tM m/a Nd idl oN eA fnl. fN emmldMlflM NNMnrdMferst. aaayNeny drrmr'*ddanm aih n1 taFNkttspnMmd k M lrmm Nupe me (xeaa Aft", ticMemelm`MEeMa+kesMpaNNttdneMWrfM nritAnk lMr,MsiUN+tr1Y'AMNfR rq jlu re rnan'.N iN prmM plwl. lXIlet tW tegwwiil etMWrttAilehnt dspn.,ait k+gt;lrpta ra. ifxt lFarMtna.akts reams NfmMhurHn re*gimnntmlpmp +nrNrH Ntrxs Ntyelgwa nAGtbp«Nq mtr}ea. bn; 4pae[rywardmLNdhM. if gMl.Nores armNeMelKl 4St, Led* Blvd Fort Nerce, I 34446 e{pybt 55 P41f f-I Raettnssto "oftl I. tomb* IA, F.F. 41"Woto. of rbh dw*emm,m**1 rwm, is P.44 l.itfted tlm rnrtN*fermircm*hom 6 Ikoof Nws A*Ao.r IAMWjl. U, WRCSUC ICJ 1 A I Comer Jack Din Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec I D:?sOQvl I zBGko2 h FpRYibzzzOpep-um?OmwS 7 H46 BnXpA96eBET_ t-0-0 0-11-tt i 0.0 pi A0181906I 2x4 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017(TPI2014 Matrix -MP Wind(LL) -0.00 5 >999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends thatStabilizers and required cross bracing he installed during truss erection, in accordance with Stabilizer Installation uide_ f REACTIONS. ( lb/size) 3 = 8/Mechanical 2 - 130/0-8-0 (min. 0-1-8) 4 - 1/Mechanical Max Horz 2 - 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1(LC 1) Max Grav 3 - 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind; ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3, 2, 4. LOAD CASES) Standard T* wR-Hbu Mae{N{ niter M 1-1 W;S tllS`(S, S,',ER ; FYI€Ttl CtkS { G7MAthYt Uf(OM i Rtll£r'}uelViii(eGFfm IKn bnM kai} (*nn N:a(.r,,. rr tr rt ksm*IMP; r Ih 4aiq ((hob &. r (. Rek,w; tin+1A...0 iMa, Xpn.,H uM a ue IM, xIr M7NlrM( NlMkt sYpkFwl N; pe 7Rxk nM. 4s.Iraz Reurefryeta it_'.RauM fgiwx;htdnw(IiS ,p yeNynka(n elbp e:uUd uqA. xresN>w!kflh lx 9e Nu{r.Ih xry4 (milywNnM1AR+W Wn1R 1. [k Mq asrpu, MlQip wmrs, u MAn Anthony T. Tombo III, P.E. wfneA ,ntbex 10" M1en .W406,6nrt. keQnei MlMtN ynRa Me 1N(BmggEw,e ue n Ade f, qe llldtrk.WS+MM{Mea(ltKk MgrmlAMe tOFmly AN.udMknS.. nMnr N RN Wge,irrNkllw Mkep sNGk M<,Nn,aAry4 80083 MR"1 R+rrfn N (MPrJ t tp !tt MY rR tW 1N ne Mtrwet. MR.NAui drr {+fir 4 N Sihti kMaMwdtS@rdlnhl h f iM }ItA n rRsww §r p,w# ryNa. iM1i aAw M nNR++is ui irhrl h4srt M,prt.'at kyr i rynrt W In t MCM F+n. aMs gk! ew NRnMh r:ias geNgwx.+aY(q A M NsxWN IN tnnM (yawn MtAr lMhp MuM_a 4ru S.n fryws klrt WNnr IM;pM1;N:rtet een ldMN rt'.P I. Lucie Blvd. Fort Pierce, FL 34446 tMPNM 2@I{A I Roa(6esses-Ae1paayRtanCe lll: rE. Regoiuniae of lLisbcratn.uo-al bta.is P1446/r.ohem1Re.rinee lNaissiaho-A4 1 Raeltn}sesAaiA»y ClanAe tq: R.E. Job ~— Truss Truss Type Qly Plv HOMES / SUMMERLAND WRGSUCGJ3 Corner Jack 6 RYAN 1ab Reference op tional At Roof Trusses, Fort Pierce, FL 34946, design(cbal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Fri Dec 8 11: I D:?sOQvl l zBGko2 h FpRYibzzzOpep-MyZOz FT12OE2Ph N Mip9QngXcjT. 1-0-0 2-11-11 2-11-11 A0181907 1.5x4 2-11-it LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0,00 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 4-5 >999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. aiTek recommends that Stabilizers and required cross bracing be installed during truss erection, inMccordancewithStabilizerInstallationguide__ REACTIONS. (lb/size) 3 = 69/Mechanical 4 - 28/Mechanical 5 - 19410-3-8 (min, 0-1-8) Max Harz 5 = 69(LC 12) Max Uplift 3 = 57(LC 12) 5 = 72(LC 8) Max Grav 3 - 69(LC 1) 4 - 51(LC 3) 5 - 194(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. LOAD CASE(S) Standard t• wa1-nw,.ews ptln«,wr's-rron b"s-tr;sntturvnealamn srnrrwi"tarrixrwrhrwstora. rmka,yr ra,wawwos.m,o-„:a,q.mr pbr;w.eussm.ru.aa..r_u orrw.aaa uw„w.,.,w,a raeriat+h --- IM+k nwnb/wlt radfkrs+4MM'.tUlkr!#.A,rlrett@esge Eq«na a.e. etNgft}k*s4e Mwery 196 q,esiMteet:trweu rf Ax pJ+4smNWw,l mP: !!a Mks aeeuyk!mtB#''dlelBG uk.akrlhl lkkt tzunpat. t ek7 awkMzselhkil. Anthony T. TOM t)o It[, P E. r.waro b„w br wolslnM,nrb,rtdo,ah onm.otG"wil Mwuet m^'awr worw»..a,we.,aw.u.a, atw ra wntwa,rrwrr-.ta gps,aaaxr.n,Mr.udM»trb, wamSwxMt ,rqs. srwugw e.e waq„MrrarrM.,+am4 ?80083 se tnwyMs nsflasmrt MMa to wtw4lfCrgle paam b(ryerwes6ik MitigtMNbk kwh McMwMSPgiYgrlhf9b N(A se enarMwryaafpae. SM1I xF nMe RybWkAetdKMsa Aml sr; Oeupe ims R,q 3yarw Helms Mp,M:MN. bins 4451 St. Luce Blvd_ Mnesw. wAwNh r:eer, rpwhros Hsrzhdruas wbwM Ib irm Asw EgswnsllMM+NslMcyrw shns Saws Erpwa Rrgk*Yiq AA wXed ms; w+tt li m!rr1 Port P,elle, EL 34-46 Pyrgft'L1flf64 fool lrrtsot-Aodoq l.lonbo fR, tE. Re@seiuniae ut Ais daosroor. io eoY bra,is Profifad wirkoat the wriMoPor usieohoa f-I faolkaszs feMoor rJanbo Ill.Pf. WRCSUC C13A Comer Jack 2 1 Job Referer At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 20171 I D:?sOQvllzBGko2h Fp RYibzzzOpep 1 0 0— Y_ 2-11-11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 100-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatio uide. REACTIONS. (lb/size) 3 - 70/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 36/Mechanical Max Harz 2 = 67(LC 12) Max Uplift 3 - 42(LC 12) 2 - 103(LC 8) 4 = 30(LC 9) Max Grav 3 - 70(LC 1) 2 - 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl„ GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 2x4 = SUMMERLAND A0181908 Estries, Inc. Fri Dec 8 11:46:33 2017 Paoe 1 N 2-11^11 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 BC 0,14 Vert(CT) -0.01 4-7 999 240 WB 0,00 Horz(CT) -0.00 3 n/a n/a Matrix -MP Weight: 11 lb FT = 0% 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=103. LOAD CASE(S) Standard aae-rya»:Ru.,•rim lmsEs^s,:lr;miuh=a saEa na+niala«mrr:urrn rr urrkal„arrt,p«„rr wwt.irnt,N,mar.bpaay,w u El.per;xMrwrl Ha.,a t,„K,,e.,e lse.@ Mrttt runtkt laat uW a,uF b at l@ a k rrN. Mt r Irf.4 @sxP fla.a i e..!llmq fapa;. M uY p an i@h+!ae>na attt:ryaar Ib pdnraw,t alm4anR h ktgi a Y tqM lmc ipeAM a ae I ate. aM 1A I. tk bu f nit. terry WPaet. iaiAArt maa, nso- ax xs>rs Mveywuzlh Ata @+rra, aro,n„ n uer 4arar, kafaq degm.ate wxaam t(.a alNarlr aiNi MtW fR E. M1. ppm aae 1p wl wr dNl.0 ahe 5nt , Anthony T. TombBW81 [i[, R.E. M 4r.HN @tsryea la Egaaaa Ea as 4i?l6aae tbf rl as pnaa ad paGet rl ae FArq (rwrtei lr4n iaaalew ll% R R.t qe. Mn!aawalaai@+N@q bnrp+.4 lar # &0083 tMnnv /AMhriaaa;apat ter@ r.r+laah EHMiI(A ae rdapsNMpglf place.!Riarar.M mygrMlMt a/aronaha h.t;Mgar bsa kiwfgxn Minn raalaara. adnr qna crag - Nean anhq. Is tnctMpEgrea it rrl MlwMaaFtyra.a q,vl4nurhprr MeR Wit. LI iNrNtN arc; arx lAaN a?RI 3494f. Woele Blvd Fort WtPierre, F l 349d1. Calpitk 2'261f6-I taxi 6rstas-AaAaarC laa@a IILPf. ReltMuolaa al lMa iwaaiaq. is cal Mn.kprhbnW rifhpaEtb arfMa!¢rNis7oa lwr h l tact basset-halMat t. lanba 116 P.E. Truss CJ5 ICorner Jack A0181909 1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc, Fri Dec 8 11:46:34 2017 Page 1 ID:? sOQvilzBGko2hFpRYibzzzOpep-r87nBbUOpiMvOgyZG WhfJu4jgtl Fxi?rlMJfgOyB2cj 1- 1- 0-Q 4-11-11 1- 0-0 4-11-11 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lid TCLI 20.0 Plate Grip DOL L25 TC 0.46 Vert(LL) 0.02 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 * Rep Stress Incr YES WB 0,00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MR Wind(LL) 0.03 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uig de_ REACTIONS. ( lb/size) 3 = 127/Mechanical 4 - 55/Mechanical 5 = 26810-3-8 (min.0-1-8) Max Horz 3 - 109(LC 12) Max Uplift 3 = 48(LC 12) 5 = 130(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 5=-242/456 NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurTent with any other live loads. 4) * This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 3 except (jt=lb) 5=130. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0 W.. q WA i Ib1A wkIg1. IwkIG. V l0u UWkW'*.e IN, W, Mfrs, sarma pllrsrk..l to ac'bGkkellN. kt6rss@<sFq.wif.`qudryfµeu;.le udwan lQA rgrnemw.ezps.e/Ik pk,sk N kM al :relsgMrt.ahzy AMz.Ml.;Mmmfwwe rBC kk,wf.Ipi. tk cup nugrrr.bknf.WnN.,smNam MIe a, t..0 dbpn Rr mpenSAm Md 6ne,Mll.reil enfan,a Mxw. ke tnz6q Poxpe,nte .nM Mc xxn hw s.k -rn;. Pr gpoMa rBlwlaraa eMOt n.n. »ak a x W1,. rb*,klk AnthonyT, Combo [[[, P.E. M iMtry@eupr.e (kr.M Iltedzzx MMlklb@W'4 eakxM mom+ at ,p.,aMmM 80083 p PmxsrsMnzt+abalrsaq.a,rusrtpwwrklr wSa.1e.,«awr.aee mlwn*ss.eya,awsede+rs l„nosr.`«,Mrptq.rinsw...dss M.+ aR A4ekNs;Mem qutmre*+Ixq kM(pAN UdM. fk.nc}piyl Eepwxn R'iF tk bMNq bnip..tlns 4 5M (rysen Mb!I+IItR MIryMrsM exs ¢ek Nlwl r7N 1. 4451 St, Lucie Blvd 3494 EortPace, fl 349A6 a< pilAr i Y/Ib A I IaolGusaz-AalAert t.laabe lN,t E. Regza'wGonof Ms bnmeal. ie rer fep,lz poARitef rilfiaMfAt aiMl4fngizs7eehaM 4l laN hrzscz Andplry t. IaabNq, i.f. 6191 IVA I M uc I D05 Fort Pierce, Flat Girder 1220 AO 1819101 - Dead Load Deft. = 3/16 in 3x6 11 4x8 = 3x8 MT20HS:z 4X8 = 3x6 11 10-7-4 LOADING (psf) SPACING- 2 DEFL. in loc) I/defi Ud PLATES GRIP TCLI 20.0 Plate Grip DOL TC 0.57 Vert(LL) 0.17 11 X9 360 MT20 2441190 TCOL 10.0 Lumber DOL 25 BC 0.67 Vert(CT) 0.3511-13 722 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WI3 0.65 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Wind(LL) 0.21 11 999 240 Weight: 111 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No,3 *Except* W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied OF 3-1-0 oc purlins, except end verticals, BOTCHORD Rigid ceiling directly applied or 6-4-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installa,tionguide. ____1 REACTIONS. (lb/size) 14 = 1467/0-74 (min. 0-1-12) 9 1465/0-74 (min. 0-1-12) Max Horz 14 11 O(LC 4) Max Uplift 14 = 562(LC 4) 9 561 (LC 5) Max Grav 14 = 1467(LC 1) 9 = 1465(LC 1) FORCES, (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1374/588, 2-15=-27641968, 15-16=-2764/968, 3-16=-27641968, 3-17=-27641968,17-18=-27641968, 18-19=-27641968, 4-19=-27641968, 4-20=-2762/967, 20-21=-2762/967, 5-21 =-2762/967, 5-6=-2762/967, 6-22=-2762/967, 22-23=-27621967, 7-23=-2762/967, 7-9=-1372/587 BOTCHORD 13-26=-1317/3691, 26-27=-1317/3691, 12-27=-1317/3691, 12-28=-1317/3691, 11-28=-1317/3691, 11-29=-1317/3691, 29-30=- 1317/3691, 30-31 =- 1317/369 1, 10-31=-131713691 WEBS 2-13=-995/2885, 3-13=-492/346, WEBS 2-13=-995/2885, 3-13=-492/346, 4-13=- 100 1 /371, 4-11 =0/352. 4-10=-1003/371, 6-10=-491/345, 7-10=-995/2884 NOTES- 1) Wind; ASCE 7- 10; Vult= 1 50mph (3-second gust) Vasd= 1 16mph; TCDL=5.0psf; BCDL=5.Opsf; h=25ft; Cat. 11; ExpF C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=562, 9=561 . 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 81 lb up at 2-0-0, 72 lb down and 81 lb up at 4-0-0, 72 lb down and 81 lb up at 6-0-0, 72 lb down and 81 lb up at 8-0-0, 72 lb down and 81 lb up at 10-0-0, 72 lb down and 81 lb up at 11 -2-8, 72 lb down and 81 lb up at 13-2-8, 72 lb down and 81 lb up at 15-2-8, and 72 lb down and 81 lb up at 17-2-8, and 72 lb down and 81 lb up at 19-2-8 on top chord, and 50 lb down at 2-0-0, 50 lb down at 4-0-0, 50 lb down at 6-0-0, 50 lb down at 8-0-0, 50 lb down at 10-M, 50 lb down at 11-2-8, 50 lb down at 13-2-8, 50 lb down at 15-2-8, and 50 Ib down at 17-2-8, and 50 lb down at 19-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-2=-60, 2-7=-60, 7-8=-60, 9-14=-20 Concentrated Loads (lb) Vert: 5=-67(B) 15=-67(B) 16=-67(B) 17=-67(B) 18=-67(B) 19=-67(B) 20=-67(B) 2 1 =-67(8) 22=-67(B) 23=-67(B) 24=-44(B) 25=-44(B) 26=-44(B) 27=-44(B) 28=-44(B) 29=-44(B) 30=-44(B) 31 =-44(B) 32=-44(B) 33=-44(B) 110 Anthony T. Tombo III, P.E. W1 A.,W "MAO. W",dk 1, Do" T u, 1,0 too- .0 1- A.*. kt, 80083 4451 St. Lucie Olvd. Fort Pierre, It 34446Zt (qnqi,R L, 20 14 A I RW how, Arlio"y 1. imho flk ?1, Rom W.I.. 0 fts dmftof". .41 twoo, 3 F Aikiad .00. pno" tio. lama 4 1 Fiat I, om A.Thopy 1. Tooke to f 1, AN HOMES / SUM A0181911] WRCSUC FG2 FLOOR J_ 2 I_J_o_b Reference AlRoofTrusses, Fort Pierce, FL 34946, design@altruss.com o ? tonall 8. 120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 13:17:02 2017 Page 1 ID:? sOQvilzBGko2hFpRYibzzzOpep-vP6nPdAAWSEkD?wnFV3YJYuMSxllkTOoTsAuLmyBI HV F_ 1- 5-2 1 4 10-1-3 12-7-8 1 2.2-1 2-2-9 1-6-1 2-9-7 2-6-5 I 3x6 = 2x4 11 1- 5-2 1. 5x4 11 1 .5x,t 11 302 - 1 5.4 11 LOADING ( pso SPACING- 2-0-0 TCLI _ 40.0 Plate Grip DOL 1.00 TCDL 10. 0 Lumber DOL 1.00 SCILL 0. 0 Rep Stress Incr NO BCDL 5. 0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* Wl: 2x6 SP No.2, W5:2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/ size) 14 1338/ 0-3-8 (min. 0-1-8) 8 = 3033/ 0-3-8 (min.0-1-13) 11 = 5601/ 0-3-8 (min. 0-3-5) Max Grav 14 1354( LC 3) 8 3046( LC 4) 11 5601 ( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=- 1388/0,1-2=-1800/0, 2-3=-1800/0, 34=-1800/ 0,4-5=-2616/0,5-6=-2616/0, 6-7=- 2616/0, 7-8=-1148/0 BOTCHORD 13-15= 0/ 1800, 12-15=0/1800, 12-16=-105410, 11-16=-1054/0, 11 -1 7=-1054/ 0.10-17=-1054/0, 10-18=0/2616, 9-18=0/2616, 8-9=0/415 WEBS 1-1 3= 0/ 2080, 4-12=0/3046, 4-11 =-3718/0, 4-1 0=0/ 4270, 5-1 0=-350/0, 7-9=0/2378 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131'x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6- 0 oc. Webs connected as follows: 2x4 - I row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 2X4 11 T." CSI. DEFL. in loc) I/defl Ud TC 0.36 Vert( LIL) 0.04 9-10 999 360 BC 0.75 Vert( CT) 0.06 9-10 999 240 WB 0.73 Horz( CT) 0.00 8 n/a n/a Matrix -MS 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0, 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP THD46 ( With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-3-0 oc max. starting at 2-1- 12 from the left end to 12-4-12 to connect truss(es) FLOB ( 1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate lncrease=1.00 Uniform Loads (plo Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 8=-1442(B) 9=-1438(B) 15=-1438(8) 16=-1438(B) 17=- 1438(B) 18=-1438(8) 1 50 11 3x6 = U4 11 THD46 PLATES GRIP MT20 244/ 190 Weight: 129 lb FT = 0% Anthony T. Tombo 111, P F, k'M.Wk 0 * Q_ 80083 k wo" k.#w. . tw'* AN 4451 St, UKie 131A, IW Pierce, I'L 34446 m boat host 11" m Whal 1, b.b. to F.1 WRCSUC F133 FLAT GIRDER 1 A0181912 Job Reference (gptiona0 At Roof Trusses, Fort Pierce, FL 34946, design@altruss,com ' T --- - — 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 13:16:35 2017 Pagel ID:?sOQvIlzBGko2hFpRYibzzzOpep-CDzakOrEt9gZUsMbAK4DjrGkY2dWvN?pF98yugyBl Hw 2-3-8 4-3 4 5-9-12 7-9 8 10-1-0 lit 12 1 1-6-8 -- i — — 1 11-12 ---f-- 2-3-8 i 3x6 = .sxo- 3x8 = 4-3-4 1-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1,00 TC 0.41 Vert(LL) -0.01 7-8 >999 360 TCDL 10, Lumber DOL 1.00 BC 0.33 Vert(CT) -0.02 7-8 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017RP12014 Matrix -MS Wind(LL) 0.01 8 >999 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except` W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 1029/0-7-4 (min. 0-1-8) 7 - 1527/0-3-8 (min. 0-1-8) 9 - 2574/0-3-8 (min. 0-1-8) Max Horz 10 39(LC 6) Max Uplift 10 - 292(LC 4) 7 = 236(LC 5) 9 = 227(LC 5) Max Grav 10 - 1029(LC 1) 7 = 1527(LC 1) 9 - 2574(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286, 2-12=-112/946, 12-13=-112/946, 3-13=-112/946, 3-14=-112/946, 4-14=-112/946, 4-15=-540/140, 5-15=-540/140, 5-16=-324/48, 16-17=-324/48, 6-17=-324/48,6-7=-799/159 BOTCHORD 9-10=-67/633, 8-9=-140/540, 7-8=-288/1810 WEBS 3-9=-938/90, 4-9=-1739/147, 4-8=-81/586, 2-10=-535/67, 2-9=-1403/196, 5-8=-1406/272. 5-7=-1632/273 Zrou*1 1) 2-ply truss to be connected together with 10d 0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 10, 236 lb uplift at joint 7 and 227 lb uplift at joint 9. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Continued on page 2 Standard 14 PLATES GRIP MT20 244/190 Weight: 113 Ib FT = O% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=420(B=-250), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-13=-409(B=-219), 13-17=-190, 6-17=-80, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 14=-181 15=-246 16=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit, metal=0.90 Uniform Loads (plf) Vert: 1-13=-295(B=-125), 13-17=-170, 6-17=-60, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-440(B=-315), 13-17=-125, 6-17=-59, 7-10=-20 Horz:1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 16) Dead + 0,75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60. Plate Increase=1.60 e«ey. nsu s««}N{re«e« %e Yi 1RCf tlnXdt,"kuflf' ithtet 1fIW i CtIMlhOK iri!OM fprtirj MrIGi.FRGIEi r Mra qAt r+qt r«w+Mt W tlwl+w Mc kn+c ktq, he+MeQp7}giM MMp l IMt KK.!? ff roe S'«« Mrr ry Rsku Mv«+«fd «ee Iaa. M+ qfe s«r rMtua91 tu14•te i1C«k,ii A+t hn+Aewg Mw«,a e. SKaefh v a+rdwen Ra tp was«.Rna+lMpd+:vwl.pm a}>saN+ NR4 kuRtaMsgk Ent lx,tet«w«roe «x.,x lrt 1. rar r,q. «+.nr +. q,wa.+,+wrrc,h Anthony T. Tombo (tl, i1f. w «ed a++i,ts+ «x Ma l++np++aardae 4«tm.l+4.«'+«MVN qt««r*e kkkar st:arw,eae M.n wfwa,Mw Nn.aw« }txwrH•. NW. 001. rent"144 of. I u.e W4'aa. «,M.,Mar+ 1 80083 a»MIh1 M5ryMa(taka« lktmxs«aatet taG tN xtM«AIf{MgKfiMSd4t Pik+i(MpHtl 5PMi1MR111PA'xSP r,W4x1 i{IMixA «1,11« Nb poxtt rNt«ttt+i llrlNtWRN+t1MMW114 iiNi104¢M 15 rlfgltH'M««I I,nS Yp MM«.AM4 mamt«roay Hn+ren yrafgM «r_ueq [.arm a«na ir>nn «[,q «a +r guy a+sq.+«r,+Hna u a„amc q. ur .wee,«tt+aw«<nr 445; St- LuciFL Blvd, Fort Pierce, FL :W94b f enTitM 0 2014 4 1 Roof Times -Whay t lae4a ill fEH. Job Truss Truss Type Qty Ply RYAN MOMES / SUMMERLAND WRCSUC FG3 FLAT GIRDER 1 AQ181912 2 paf . o, fi otl Al LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-13=-419(B=-294), 13-17=-125, 6-17=-59, 7-10=-20 Horz:1-10=24 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-13=-367(B=-242), 13-17=-125, 6-17=-59, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert:1=80 11=13 12=42 14=83 15=48 16=189 8.120 s Nov 12 2011 Mrlek Industnes, Inc. t-n Uec n 13:1a:3U ZU1 r rage z ID:?sOQvIlzBGko2hFpRYibzzzOpep-CDzakOrEt9gZUsMbAK4DjrGkY2dWvN?pF98yugyB 1 Hw kmq-nx„nx.,w, •tawm tros sn.°,tr-,al-+au:une:auhc s;m=a-urrnuas ear x sm1r„r „axas»e,ix„a an.M[ieo;we w.nE i.N. r.r Eax e sxstex.e ass ,x,x a..h Wtn<xwm,4xs cHlk,ml fx to>kxkrM:t. ssstrns@rwe tapwx,i:.s xal Egane,M>alwwy t@P Rrcs,acaxa}xxt fMp aaa+aaaary,npn .fx ksp lYsxt4lm:ixwdp4eli@xlr w.M lllJ. txksrp nngatn, kkq mNmai. ,,+.tgdw Anthony T. TomW It[, P.F.. t-80083 axMgbesgwxatmanx tax+sssaws.4lWxaaxpxanalryxeaanA`kf tlEalEuwmitagnNxwux,;ttStaW4aMhlnagiRANxlaasH!xt 4 a .i a,nM.,A+nnMMxIAAeM»sbxMa.`,nsksq,hgaxax6.uBaYd .1. , 4451 St, Lucie Blyd. Mxxxe xkMNrixxn yrxtpxax! s}x1 p.ss xxhN. Ia krcs kf:w fgnxx MEMbaMq Daupx xt,nsS.sxx Eynx Fw!kaiNq W+'gMna wasn nMhx/x. TI. Fort Pierce, ft. 3404b ePpybs 0 20144-I 1"11"uts- Aatbaer G iawba iM, P.E. Rapsa(wtsaa at sAu ksawasq. M aal laxw, is pohiFgN xlsbaai tk nines Pesnssroa hoes 61 Paa16assts-biliny lAmbe to P1. lob u SUMMERLANDJF' FLAT GIRDER Y AO 181913VRCSUCG6F J. 2 Job Reference o I :b Ref.n Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com 8.120 s Nov 12 2017 MiTek Industries, 4—W —FnDeC-813i-7.T 6-1f—Page ll ID:?sOQvIlzBGko2hFpRYibzzzOpep-gD7EfATsd7NBirKaDFOPqpQamOIG51OTDFkikpVBIH6 1.5x4 11 4x8 15x6 2 3 lil 1.5x4 11 1.5x4 11 3x6 = 4x8 4 19 5 6 7 1W Dead Load Defl. - 1 Q in 1,5x4 11 54 8 20 9 4x4 11 Z)XIU 500 IVITMHS= 4X4 = 4x4 = Zx4 11 5x10 = 4x4 11 2x4 11 LOADING (pso SPACING- , 2 O 0 CS1. DEFL. in (loc) I/defl L/d TCLL 20,0 Plate Grip DOL 00 TC 0.64 Vert(LL) -0.2313-14 >999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.68 Vert(CT) -0.7413-14 >336 240 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.22 13-14 >999 240 LUMBER- TOPCHORD 2x4 SP M 31 *Except* NOTES- T2: 2x4 SP M 30 1) 2-ply truss to be connected together with 10dBOTCHORD2x6SP2400F2.OE (0.131"0") nails as follows: WEBS 2x4 SP No.2 *Except* Top chords connected as follows: 2x6 - 2 rows BRACING- Wl: 2x6 SP No.2, W3:2x4 SP' No.3 staggered at 0-9-0 oc, 20 - 1 row at 0-7-0 oc. TOP CHORD Bottom chords connected as follows: 2x6 - 2 rows Structural wood sheathing directly applied or 3-7-5 oc staggered at 0-9-0 oc. purlins, except end verticals. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. BOT CHORD 2) All loads are considered equally applied to all plies, Rigid ceiling directly applied or 10-0-0 oc bracing. except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have REACTIONS. (Ib/size) been provided to distribute only loads noted as (F) or is = 2278/0-7-4 (min. 0-1-8) (B), unless otherwise indicated, 10 2194/0-7-4 (min. 0-1-8) 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Max Horz Vasd= 1 16mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; 18 = -39(LC 6) Cat. I[; Exp C; Encl., GCpi-O. 18; MWFRS (envelope); Max Grav cantilever left and right exposed; end vertical left 18 = 2447(LC 2) exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water102365(LC 2) ponding. FORCES. (lb) 5) All plates are MT20 plates unless otherwise Max. Comp -/Max, Ten. - All forces 250 (lb) or less except indicated. when shown, 6) Plates checked for a plus or minus 0 degree TOP CHORD rotation about its center. 1-18=-2062/0, 1-2=-6160/0, 2-3=-6160/0, 7) This truss has been designed for a 10,0 psf bottom 3-4=-12747/0, 4-19=-12747/0, chord live load nonconcurrent with any other live 5-19=-12747/0, 5-6=-12747/0, loads. 6-7=-12747/0, 7-8=-6068/0, 8-20=-6068/0, 8) * This truss has been designed for a live load of 9-20=-606810, 9-10=-1962/0 20.Opsf on the bottom chord in all areas where a BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the 17-18=0/718, 16-17=0/1 0934, bottom chord and any other members. 15-16=0/10934, 14-15=0/10934, 13-14=0/12747, 12-13=0/10918, 11-12=0/10918, 10-11=0/699 LOAD CASE(S) WEBS Standard 1-1 7=0/5700, 2-17=-522/0, 3-17=-5013/0, 1) Dead + Roof Live (balanced): Lumber Increase=1 .00 3-15=0/281, 3-14=0/1903, 4-14=-669/0, Plate Increase=1.00 5-13=-66410, 9-11 =0/5623, 7-13=0/1 920, Uniform Loads (plf) 8-11 =-510/0, 7-12=0/293, 7-11 =-5093/0 Vert: 9-20=-60, 10-18=-20 Trapezoidal Loads (plo Vert: 1=-170-to-19=-230, 19=-230-to-20=-170 1-10 21 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 225 lb FT = 0% I Ndlwf: tdametiee Mrte.re ko" ft— --n Anthony T rombo 111, U- 1K.Wsrww r..%. W.IWA —ftw* J-Ord— 4451 St, Lucie Blvd, Fort Pierce, [L 34946 w It4P'WWh. 4 tit's $mew, lquv lwm"s P.40M .44m *0 '". I".$," I," A I IW hwn Afttko#y L Imam In, I,[. Job Truss WRCSUC —.FL01 Truss Type Qty Ply RYAN HOMES / SUMMERLAND Floor 5 1 A0181914 Job Reference optionalL_T W ss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:37 2017 Page 1 1 D:?sOQvl IzBGko2hFpRYibzzzOpep-Fjpvpd W G6d kTt Ih8xfE M x W iA149N8u_H_KXJ R iyB2cG I-QiI -168—i q6 Dead Load Deft. = 3/16 in 3x4 = 3x8 = 3x4 .- 3x6 FP= 3x8 = o z d 5 fi 7 8 9 10 3x6 = 3x8 = 3xl2 MT20H8 FP= 3x4 == 3x4 = 3.8 = 3x6 = 21-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0A7 13-14 >532 360 TCDL 0. 0 Lumber DOL 9 Vert(CT) -0.66 13-14 >377 240 BCLL Rep Stress Incr YE WB082 Horz(GT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* 5) Recommend 2x6 strongbacks, on edge, spaced at T2: 2x4 SP No.2(flat) 10-0-0 oc and fastened to each truss with 3-10d BOT CHORD 2x4 SP M 30(flat) 0,131" X 3") nails. Strongbacks to be attached to WEBS 2x4 SP No.3(flat) walls at their outer ends or restrained by other means. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc LOAD CASE(S) purlins, except end verticals. Standard BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (lb/size) 12 = 1146/0-7-5 (min. 0-1-8) 18 = 1146/0-7-5 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3711/0, 3-4=-3711/0, 4-5=-4896/0, 5-6=-4896/0, 6-7=-4896/0, 7-8=-3715/0, 8-9=-3715/0, 9-10=-3715/0 BOT CHORD 17-18=0/2158, 16-17=0/4621, 15-16=0/4621, 14-15=0/4896, 13-14=0/4625, 12-13=0/2169 WEBS 2-18=-2386/0, 2-17=0/1717, 3-17=-263/0, 4-17=-1006/0, 4-15=-93R68, 5-15=-449/33, 10-12=-2398/0, 10-13=0/1710, 7-13=-1005/0, 7-14=-153/719 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 104 lb FT = 0%F, 0%E nwtM1-Mw Mx{111 rcwatk l-11a`<d:ci5"{i?ilN; 4YIF=.t{tl:Ik56CiaMIIClt!Y519Ytial=C;xrrcr;fxaaeC ka fmfi anus lnwaas aera/rMv aan fn,OevM &exwl Raa; MIMe4Mwrl I aMKE' khan ;b'ldke rx eNnt NSwine ialNaMlda, Wt laitxaaitb Mutc 4aak sk taN3awkeW. Meares Btpe Eyasw iu.. .N Eryem;hes+tlasafBa ryr anaKga.extw psknwaiw N«+Fw+ntit!hf ikktya4Msp4lrrtilattw9afa laa alc a4 Rtl. sx Rqa n:.egar;, iseal caMw. wnwlaq Anthony T-ToMbo Ill, R.E. Rn: *,sm ra t s,rtipa arara.us-n.o-,+Ft..n,+,dp e a gen a+a eatt[.rx xaaswwa s lrl-t 11.q, ,tl0 raw"" ueMts. W4.41willost t w..,w4lits *.q,wki80083 M s*w.ln re aesaaasa saaws sa aiw aelaGwoe K«xss rawasarwrrasaa.an Baal an aaw.sxsn raaswhl+'at »f rr ea ara rwwn aaswe. In anasa,syawasxswoaws a ares R.sga.. ,sFs, k,qs ty wl sss rwdwMn. awls 4451 St, Lucie Blvd. MetrM llMh:MK'1a aana a."a hMi pnM ONae Ik ksrMp upa«is lfd be FNNy hngep aUns Estee Eryaw Gall allay WaraMrN au «a xMNxiRi Fort Pierce, FL 34946 GppiRht ® 2014 Is I Raal6asses h ili L lonhii IIIJ1. Rapofw8ao al this lmaawt, in aeY tan, Is pohi4nel woheul --he wtiaoa prmisuen [too 4 1 Raol lsasses - What, l.Imnho ill, Is 1, WRCSUC IFL02 FF000r A01819151 of Trusses, Fort Pierce, FL 34946, designLaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:38 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-iwNH1zXutwsKVSGKVMIbUkEJKUW_tLYQD Htz9yB2c 0-1-8 2 6-0 2-5-0 t-8-0 0-10-11-8 Dead load Defl. = 1/8 in 3x6 = 3x8 = 3x8 MT20HS FP,= 3x3 := 3x8 = 3x6 4x4 -- LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017(TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) "Except" T2: 2x4 SP No.2(flat) BOTCHORD 2x4 SP M 30(flat) `Except` 62: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13 - 2103/0-3-8 (min. 0-1-8) 19 - 1039/0-7-4 (min. 0-1-8) Max Grav 13 - 2103(LC 1) 19 = 1074(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-22=-884/0, 22-23=-884/0, 11-23=-884/0, 2-3=-3391/0, 3-4=-3391/0, 4-5=-4269/0, 5-6=-4269/0, 6-7=-3333/0, 7-8=-3333/0, 8-9=-3333/0, 9-10=0/758 BOTCHORD 18-19=0/2010, 17-18=0/4269, 16-17=014269, 15-16=0/4269, 14-15=0/4112,13-14=-137/1894, 12-13=-758/0 WEBS 10-13=-1067/0, 2-19=-2222/0, 2-18=0/1526, 3-18=-303/49, 4-18=-1213/0, 9-13=-2329/0, 9-14=0/1673, 8-14=-257/0, 6-14=-950/0, 6-15=-169f740, 5-15=-301/8, 10-12=0/1 149 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. CSI, DEFL. in (loc) I/deft L/d TC 0.87 Vert(LL) 0,4714-15 509 360 BC 0.84 Vert(CT) 0,6014-15 395 240 WB 0.80 HoFz(CT) 0.07 13 n/a n/a Matrix-S 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 850 lb down at 21-04 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-19=-10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-850(F) 21-2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 lb FT = 0%F, 0%E tixpgIMuM1ux}U{rere..Re'it A09:igxts,,"t{'dEl'}itfool7MliR[OMdIh7n:94tOM{iP.£f'A(ftCrfA6MfM M Imlr kzyr MR 4MrrrMsatl wk,wot, inn k,gr8n'ey 7lA; k/lk bl t.IwM .t!4flstrreNx khr<w 9Nen M.,x aMe4e @!ak x+Rr rs>txrxr Bars rs6kaMW Mtleree H4. Rdrosear}e[rnor.. ;a triner„.!¢,eaxwr lae,grrumn«:ryA.rkwar: a rmM mr»:ao+rk r +M Yc.p ire rf efnr<tas.Ne autr nir ree ksgr Kza nw.:.wq:r xFaw+m Anthony T. Tomtx> III, R. E. we rwdiR 'rcnbwr k"., ee mpaN halMa—,k0 rt't MiartM atn eeeNFq engrm aeewM`Mm i.k#tNae bxd s: WgaNearllt Ik gpaaefk t@e.a.r axl ruAat,a,. igMMq zMgt inaMwwbaq,aRre,.,M.+ktl,l y 80083 M t"Nq xp f tuxae uraes,aMeiklO@iM oe pMkrs xl t«aNr+rtee RWrtUAKM 4bn hMaawe ltSGN hIn N11[AneM+rart le paarXe r Tool urtrn dr nyw>AAe,M ,Atu 6ss kgar. =,e,c 1"q. tv--trio0-0vao.W., 4451 St_ Lucie Blvd. MnmrhMlNetrmn»u Mrre:,sghraryas•abre. IM rnn brye(ryxra is Rdt Ar IeMMlMipa.l,ns hflartrrYmdmMxlre. tl yMRNaer rattltllrrlx'rbt Fort Pierce, FL 34M6 opyrylx 217pib b-1 roof Imsas, hikoey 1. loebo 111, H. hproil t}owf This Jaameet,iooeyMeJs prolrThdel reakw Thew ilea per hsiw hoob l last bosses-AaThooy Llcneo llL Gt. Job T Truss WW RCSUC FL03 Al R-o—of-frusses, —Fort Pierce—, FL 0-1-8 Hl--—A 3XIS = I jFloor' _5 Job Refer 'Ice j2ej_.raI AO 1819161 1- 1—.463 _j truss, com Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Tr6 i Dec . 8j017 Pagel ID:?sOQvilzBGko2hFpRYibzzzOpep- iwNH1zXutwsKVSGKVMIbUkEHDUXdtL1QD_Htz9yB2cF Dead Load Deft. = 118 in 3x4 = 3x4 = 3x6 Flo = 3x8 = 3x3 11 3x3 = 30 3x4 = US = 3x8 MT20HS FP= 3x8 = 3x8 = 3x6 3x3 = 19- 1 LOADING (pso SPACING- 2 0-0 CS1. D rF L in (loc) I/defl L/d 0 TCLL 40.0 Plate Grip DOL TC 1.00 VeEI't t( LL) - 0.3918-20 >609 360 TCCjL 10.0 Lumber DOL 1.0' BC0.80 Vert(CT) -0.52 18-20 >456 240 BCLL 0.0 Rep Stress Incr YES WB 0: '8 03 Horz(CT) 0.07 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LLIII TOP CHORD 2x4 SP M 30(flat) *Except* 3) All plates are 1.5x4 MT20 unless otherwise Tl: 2x4 SP No.2(flat) indicated. B01CHORD 2x4 SP M 30(flat) 4) Plates checked for a plus or minus 0 degree WE13S 2x4 SP No, 3(flat) rotation about its center. BRACING- 5) Provide mechanical connection (by others) of truss TOP CHORD to bearing plate capable of withstanding 100 lb uplift at Structural wood sheathing directlyapplied, except end joint(s) except Ot=lb) 14= 139. verticals. 6) Recommend 2x6 strongbacks, on edge, spaced at B01CHORD 10-0-0 oc and fastened to each truss with 3-1 Od Rigid ceiling directly applied or 6-0-0 oc bracing. (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. REACTIONS. (lb/size) 231012/0-7- 5 (min. 0-1-8) 7) CAUTION, Do not erect truss backwards. 17 172910-3-8 ( min. 0-1-8) 14 = 52/03-8 ( min, 0-1-8) LOAD CASE(S) Max Uplift Standard 14 =- 139(LC 3) Max Grav 23 1021( LC 3) 17 = 1729(LC 1) 14 204(LC 4) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except whenshown. TOP CHORD 2- 3=- 3177/0, 3-4=-3177/0,4-5=-3875/0, 5-6= -3875/0, 6-7=-2708/0, 7-8=-2708/0, 8-9= -2708/0, 9- 1 0=0/1 199, 10-11 =0/1 197, 11-12=-127/359 BOI CHORD 22-2 3=0/ 1 899, 21-22=0/3875, 20-21 =0/3875, 19-20=013598, 18-19=0/3598, 17-18=0/1 158, 16-17=-3591127, 15- 16=-359/127, 14-15=-359/127 WEBS 2-23 =-2099/ 0, 2-22=0/1 413, 3-22=-296/2 1, 4-2:2=-97610, 9-17=-2419/0, 9-18=0/1 743, 7-1 8=-258/ 0, 6-18=- 10 12/0, 6-20=0/700, 5-20 =-282/0, 11-17=- 1141 A 12-14=-183/536 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 26 3 PLATES GRIP MT20 2441190 MT20HS 187/ 143 Weight: 127 lb FT = O%F, O%E U-M`.JMBt11ie;R. tOM["Wri! W—l-kw— Anthony I Iomiho III, P-E, 1W raw ioir ow. OW Im" krew'w. a y 80083 L MGlgB 7r 44laR4M NgkiMM4rIAC e((R paMe WrEa4 sarMUWrErt4E elahM a444r xSftw4 iMrflM il4e rartwHq pa4ldrE ltlJla4 sM4gnMdA4rMM4 arhrs; hvgn trnr M;ryr hlr4Mhrr+hra -k" 4451 St. L,xie Blvd. W., 4W.4 Ik h., " (4— " rI rk "M 6"'P. 5." Eq.. 0, W H" A rW*M rac 4e rs kW.'11 I Fort Pierce, I L 3494o ritritko 261f6-ItoalGnsec Amboy 1. labe 10, IJ, tt'pw'"" [we, 7s proAikiki w46eut AenM.F"w5si"hom A I Aw trim Whogy 1. N". III PI, WRCSUC I FL04 3x4 2 Truss Type jQty PIYRYAN HOMES / SUMMERLAND ----- FLOOR _— A0181917 Reference o tional ss.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Dec 8 11:46:39 2017 Page 1 I D:?sOQvl l zBG ko2h FpRYibzzzOpe p-66wgEJX We E_B 7cr W34GgOxn UOupmclYa SeOQ W by82cE 3 3x4 = 4 5 6 3x4 = 0M Dead Load Deft. = i t6 in 7 3x4 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 TCDL 10.0 Lumber DOL 1.00 BC 0.99 BCLL 0.0 Rep Stress Incr YES WB 0.49 BCDL 5.0 Code FBC2017/TP12014 Matrix-1 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 13 - 721/0-6-14 (min. 0-1-8) 8 - 71410-3-8 (min.0-1-8) Max Grav 13 - 721(LC 1) 8 - 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/0, 3-4=-1980/0, 4-5=-1623/0, 5-6=-1623/0 BOT CHORD 12-13=0/1266, 11-12=0/1623, 10-11=0/1623, 9-10=011623, 8-9=0/1623 WEBS 2-13=-1399/0, 2-12=01790, 3-12=-378/0, 4-12=0/615, 4-11=-286/0, 6-8=-1778/0, 6-9=0/262 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/deft L/d Ved(LL) -0.43 11-12 >369 360 Vert(CT)-0.5611-12 >280 240 Horz(CT) 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 67 lb FT = 0%F, 0%E rsq-Neu ^VWh re.va er`11tl!N7M};"'St°.r;_iE[tlt H¢etA(.9tlWP9bf¢St0aii7/*TxGCi3lkGlkerera teak hs41 yecae,wmlew,wei,InnNvy,eevq;ler eNpleery S.IMp e.t!MneKe tkn ¢de. ne YNee aaa„kwW e p In. hh Ib7a,w,w pe u,0keu41mp7CNkeM. ArNmsbaxM tgpa e.. aelr tgamfik sMwan t rgesep aK;ehwrap, p k,uwe xplm nxws NM im bNspEdpuh lm l4ntlap106 ei MatM. to Nsq, n,errews, wiq N0,-r. ft w.,eams r.,, larywaq,w,e ea a c.M, o-..;,,rnrN naee eabp as,-easuwnaa, u.a[wn. r aeww wrrf-t JkWeaauNreeW"kW.,se4r[1u% t ,aq..asx wwee ,uirw, awurta Anthony T_Tomtro t[[, P,E. M Mitiq assgrlrn lsrxp Ia,eN, sc wlaplaa NYeMMe,MpeNpsae¢raWtcagn+x Sdtn MxMp%hNi Me,pNhIN w/U(A ee racpNfK lrort pipe nl-Nnw,Mngas!-ws«/aanalk he„Otwue lean k,q epawaimsreMak u. We, *• BOO6.i arxp McNNliNun a. an hw p epwn twNq yp.. Ln 4naeE NmM tp 441 St. Lucie Blvd. of qe p+! , raae party. IM Ne,fe E IMIp Gv type Nar epeWN pa; esn MwlxR11 tafyty6t 39 PQlk4f taN tors¢t-AadeayLiaed¢71L P.f.tepetaaioa of this 1peemal,iaaaf toiwnpekilia".6aw4. wtipea fatgissi.ken 4-I10e1 hass¢s Fart fierce, FL 34946 C L0 F5G russes, Fort Pierce, FL 34 8 3x4 = FLOOR GIRDER LOADING(psf) SPACING- 1-4-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 - 556/0.3-4 (min.0-1-8) 5 = 799/Mechanical Max Grav 8 = 556(LC 1) 5 = 799(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1020/0 BOTCHORD 7-8=0/1020, 6-7=0/1020, 5-6=0/1020 WEBS 2-7=0/315, 3-5=-1194/0, 3-6=-308/0, 2-8=-1194/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 1 s PlyRYAN 1 lob Ref 8.120 s Nov 12 2C ZLAND A0181918 Fri Dec 8 11:46:39 2017 Paqe 1 3x3 = 3x3 = CS1. DEFL. in loc) I/deft L/d PLATES GRIP TC 0.63 Vert(LL) 0.03 5-6 999 360 MT20 244/190 BC 0.61 Vert(CT) 0.05 5-6 999 240 WB 0,28 Horz(CT) 0.01 5 n/a n/a Matrix-S Weight: 22 lb FT = 0 %F, 0%E Standard Concentrated Loads (lb) Vert: 3=-1062 kxaq kga«kor»phsr«+'1f 41211V1>;>^1HtR' fEMiFt irk`1f .ritY!-fdNtESF(R OIF,dG![IR'kre M!fr ks}r l natai.ak rert Mr,aa'mtktW E«*!:!$M 4r i Ms!(. iww t. hlamt Me bMe nr. Wow H+fn+ve c wlaM?f4.d? ix. :ww pa.c u.cknMlak.I kkrvM.+. Ilnnkvgf Epnm t:,, Spu1h !q na.a,Wxwr iP4 «n, «w•ramrm m a,nr=.yu++«+.ay,eer x uw ++rr wrem-i. tur„p m :.w;w»+ am AnthonyT lorntoP,RE. wt.,++Him,a.PNgiss.rc c a. .s.e«,..m»a:raw«a.wmq#n«,.a. nsa.u.+.w:.k+ 4svaq:,a e((r(><ar+aMr1a«awwa aa,s..«<mfrrsn+mm:.a „er...p kassy«wrwa a80083 10"hue—r(w9eb. iV 'o*.fw flow bWoeeel4yu'rb*.TWWA mrtMt war P4., n(ikk.,l4."M*M.t .ia vkr,."N,4tt 1t "Oawfn—w ". ,K.*"..Mx 4451 Si. i xie Blvd. sh..« u kMN'*s.(rtM4Wgnn«tm ktlk pa«saaat. 9f lmsirvpNlxncku,#MW 'xu}Ae eknl h+.kn tnpmds uq. lk fgnwLL;xa+. a..[kaNa wt Fat Pierc9, FL 34946 tOPglrkl+ e t@Id A I tP4i ttFSSM ,l111kbRC 1.10wka lrl, P_t. hlimewIM« «11k's dQl"ef, m oy fole,"pflk'6it t.0"l the w1 m. Pmr i—it-A-1 60 4'fMt ARIkNy 1. 1Awk0 8r-rt_ b Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND I RCSUC FL06GE Floor Supported Gable 1 1 A0181919 ' 1 Roof Trusses, Fort Pierce, FL 34946, design@allruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov Job Reference o tionalt.FL 12 2017 MiTek Industries, Inc. Fri Dec $ 11:46:40 2017 Page 1 ID:?sOQvIIzBGko2hFpRYibzzzOpep-fIU2SfY8PY62klQidnn3Z9Kr71OOLR?jglmz2l yB2cD 0-A-8 0-A-8 30 = 3x6 FP-- 3x3— O_ OQG, o IY d 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 30 3x6 FP=- 3x3 -- Plate Offsets X.Y)_- f1:Edge 0-pr12 , 43:0-1-8,0-0- -12j ,§ 0-1-80-0-12j, T LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TP12014 Matnx-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc punins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27. 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) -0.00 22 n/a n/a PLATES GRIP MT20 244/190 Weight: 111 lb FT = 0%F, 0%E maal na,e nae bt N G7AF FlCfRS"SFUirx6Gttel iftM;itL`tta4 `.E4[;"lt'f.RNt3fMfal'M+ Mfi Fx[taaaax teM+au an'nxt rn+ikOt wl te Mani ;a tt ldahaSNahkt.ra trot gwxsu dMa#a TR h nia,awMraa,s»*N,ur4r ae 1p(aq nM F er vs haye;gnms.t.:rye:ak Egnea;.ae:MaR1&8.ryaw.naa;gas+a ae sAnvaM,rysa:eu+Mmo. raapeam,kn, taaMl MRt ntaitlA `a a,q.aaarewf. Nr3x,arMMel aaaapTorlfttas.;am raiwa.l4Ylnze *.a. '*aa=) ae 6,w +e4aiat epaasa AerogAn,ps.em,saenamm.h ea ri+wa :ea ea xl. kM gMrniaa+i ai ea;sa,.aaasm.«aay>Awq;mep..awm,r,rke,vemaaenya,aua.a A 8WAnthony T. 80083 eae, s AASI$ t:.LuCie11i, P. E. b hafiq leWe+'MSeWetM lA rasMMrsM rJ6M 4r ptma5eet Woe aam aaeuarwte. awr4dxtwaawaliWµmMbREN4KfaeiaaexNmreaapleaa[a.1M4asmayasatnasafMnfU,lmrmsyeahx+hw Egeeereet*exmWMaa.3494G Blvd Fort Pletce, FL alarm faaLL ( aeea rpa/ a» a arap M W, ptie: a,k,N. 'N leery Pe+T+tgra,: eA' a tam} 3eua..a Gas Srvaa?epeea d en icy. 19 apw+M tars.: w a Meer a IM. loprsi}tt i^2t16 A -I taMLasns AnMaaY l.lwnialll,P1 tapodMGi+edMfsieob¢M,aat(an,ispetibdcf .IMatAa wuttpe pae swsAoa A-Itaeilmssar AMW'0.1006e Al, P.t. Job Truss WRGSUC FL07 Al Roof Trusses, Fort Pierce, FL 0-1-8 H 2F--8Q-1 4x8 Floor 6 1 ss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s ID:?sOQvilzBGko2 3x4 =_ 3x4 = 3x3 = 3x3 = 3x6 FP== v a o 1n A01819 Industries, Inc. Fri Dec 8 11:46:40 2017 Page 1 U2SfY8PY62klQidnn3Z9KhDICrtl?jglmz2l yB2cC O--8 Dead Load Defl. = 114.n 4x8 = 11 12 13 0 251; 9v 3x6 = 4x8_ 3x8 MT20HS FP= 3x6 = 3x6 = 4x8 - 3x6 = 3x6 WB= 24-7-0 Plate Offsets (X,Y)- [1:Ed e 0-0-12 15:0-2-8 Ed 1-8 0-0-12) [25:Q1-8 0-Q-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 40,0 Plate Grip DOL 1,00 TC 0,71 Vert(LL) -0.70 17-18 >417 360 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.96 17-18 >303 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.13 14 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) 4) Plates checked for a plus or minus 0 degree BOT CHORD 2x4 SP M 31(flat) rotation about its center. WEBS 2x4 SP No.3(flat) `Except` 5) Required 2x6 strongbacks, on edge, spaced at W2: 2x4 SP No.2(flat) 10-0-0 oc and fastened to each truss with 3-10d OTHERS 2x4 SP No.3(flat) (0.131" X 3") nails. Strongbacks to be attached to BRACING- walls at their outer ends or restrained by other means. TOP CHORD 6) CAUTION, Do not erect truss backwards. Structural wood sheathing directly applied or 4-9-8 oc puriins, except end verticals. BOT CHORD LOAD CASE(S) Rigid ceiling directly applied or 10-0-0 oc bracing. Standard REACTIONS. (lb/size) 22 - 1335/0-7A (min.0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 1335(LC 1) 14 - 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4511/0, 3-4=-4511/0, 4-5=-6556/0, 5-6=-6556/0, 6-7=-6653/0, 7-8=-6567/0, 8-9=-6567/0, 9-10=-0567/0, 10-11 =-4551/0,11-12=-4551/0 BOTCHORD 21-22=0/2565, 20-21=0/5823, 19-20=0/5823, 18-19=0/6653, 17-18=0/6653, 16-17=0/6653, 15-16=0/5848,14-15=0/2618 WEBS 2-22=-2835/0, 2-21=0/2152, 4-21 =-1 451 /0, 12-14=-2876/0, 12-15=0/2137, 10-1 5=-1 43410, 10-16=01878, 8-16=-317/157, 4-19=0/889, 5-19=-313/160, 6-19=-776/422, 6-18=-252/254, 7-16=-762/435, 7-17=-258/248 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 125 lb FT = 0%F, 0%E miry pau aaark.rtat ne Al10?IK°tz k a}olaitl.tl lApAiM$ItlOKf;<1i0MilAfF•ixtAGa:IPfM!tP Ma. hspr ktgtrrtaAn+N•N Wetw Mtlrzrtkvp Aa'ea!!fBS;Nlk llMryl lrt2e N`t(kbatt Saa kbrenr kat+Mlnaw Rklwae fOF, M! motet+eeMe daaz sA ktNM1e'IoakrN we N ntkuf tapka e..Sp.Netlerya. gesMaatt roe apealrea.eaxtdMpdeswal ayamal np+ndanl a'az kayad4calkt slyIXMaaR loo h+M ilil. tee..kup s+apar+wary akRac+aaaldt Anthony T. Tombo 111, P.E. Nnedh .,n, la arlNMryh MeryataddrakU.m.bo+aa rAarak tpaa ae kdFa}oesgeaaM ran dat e:.MN(Nla lad hMaltMrN 1p1. fa gpnd dtk lBlN mot tall dMG.n, aiMalMdq. +ntq. addiaaN aa:ry tlnhkae mp+sNmd z 80083 M UA1p kf.pMNlktaM nl ak+taW 411+Nax paws Ipadaetdflef dbt(tolaM HaaMxaa attSGpMAsW hlfkNiK.zmraamNir pwMpNwtllrtpifiasMrtyw+aa+k+NaAatll aeLr.ikspa. irns kuq tpwa Nlrzct W.**.. xktz 445i$t, Ludo Blvd, MaeaekKehetlMan rytNge#wrrtghtX ryaM eabN ik lrn++kt EgaearcMtal kAlaM kvlaa.nLnsknen tarlua Ckl lklNlr Ao iryakrN xatml4 abMv!Itl. fort Pleice, fL 14946 gpi1M" 2614Ad1a1fea1ztl-AntLoarLiae4all6f.f, RagtafwriaeltAfzdnzaeatinandhre,izpoAA@tlrM ttlaaritaalerefzziatreeA-11ae1Lazzet AadanrClnlaANll:t1. WRCSUC I FL08 At Roof Trusses, Fort Pierce, FL 34946, 0-1-8 Hh— 2-6-0 --- 1 30 II 1.5x4 = Sx10 = 0 1 2 2 2S o Truss Type — T—-- Qly Ply RYAN HOMES (SUMMERLAND FLOOR 6 1 A0181921 Job Reference (optionalt v ss.cotn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:41 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-8V2Qf_ZnArFvMv?vAVJ ISMszgiYP4lAtvyVXaUyB2cC Dead Load Deft. = 1/4 in 34 FP= 3x6 FP= 5x6 = 5x6 = Sx10 = Sx8 = 5x10 = 3,03 MT20HS FP--' 3x8 MT20HS FP= 5x10 = 5x6 = 1.5x4 SP= 5x6 12 j23A-5-0 Edgel, (24:Ele 0_3-0] 25:Qj-8 Q-0-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.28 Vert(LL) -0.63 19-20 >499 360 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.87 19-20 >362 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.11 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER_ TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) 4) Plates checked for a plus or minus 0 degree WEBS 2x4 SP No.3(flat) rotation about its center. BRACING- 5) Refer to girder(s) for truss to truss connections. TOP CHORD 6) Required 2x6 strongbacks, on edge, spaced at Structural wood sheathing directly applied or 6-0-0 oc 10-0-0 oc and fastened to each truss with 3-10d purlins, except end verticals. (0.131" X 3") nails. Strongbacks to be attached to BOT CHORD walls at their outer ends or restrained by other means. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) CAUTION, Do not erect truss backwards. REACTIONS. (lb/size) LOAD CASE(S) 24 - 1448/0-7-4 (min. 0-1-8) Standard15 - 1448/Mechanical Max Grav 24 - 1448(LC 1) 15 = 1448(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5456/0, 3-4=-5480/0, 4-5=-8308/0, 5-6=-8308/0, 6-7=-8308/0, 7-8=-8675/0, 8-9=-8327/0, 9-10=-8327/0, 10-11=-8327/0, 11-12=-5530/0, 12-13=-5506/0 BOTCHORD 23-24=0/3101, 22-23=0/7228, 21-22=0/8675, 20-21=0/8675, 19-20=0/8675, 18-19=0/8675, 17-18=0/8675,16-17=Ot7263, 15-16=0/3168 WEBS 13-15=-3427/0, 2-24=-3367/0, 13-16=0/2555, 2-23=0/2573, 12-16=-264/0, 3-23=-265/0, 11-16=-1870/0, 4-23=-1888/0, 11-17=0/1156, 4-22=0/1172, 10- 1 7=-303/68, 5-22=-301/70, 8-17=-1019/319,7-22=-1034/304 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 222 lb FT = 0%F, 0%E aaw,i haf. arcxggt,mr+bx'6l tv, IMP", IM:!t'j&IHAt TIMI(AA4RltR5:F41 M'i4!R^MS stP 3RtitaM!'a s N,fik,Tlx+ sal n+4 uMswan?iw, &rro slOFtwrM kMq Lta Ntt..MM,m SiM tyre ee. 5apu. Krxixw wMaxe W aF W k:ItaltM t4as sfwMwdMMlprglr C!Itnkigt sW.att To—,e"aRtHNefa ft xxl+.aleu f."w4114.1 ,*kk O f-'"4 fins"MN ge In.* w IM INlaxa,iIII,IaII.tbMan.rerK,aexra wc..,«fmtiKer+rqw.Ilhwwg3l,+px.»r.,x+a..r we,a+a g,.k.+,niirrarewemlarwa,awua.s,n,.rawyre a gl..vawlrt.«,,rak I,.,I,ev,+ MthanyTTomAat[i.RE. e bt All— nwwg. r9Me gxeu,Ie Mal x{ea,A nuM I !wae se Igle n,ranaa un, t neey.ie{wuarm,waaaax , x W083asfan+srx Ig tlwtxpr Shcre akr xe utlYY rAIrcIM a m.rn M9e.MxIGtaat K+K'1w~anp,px tllpMsaw.N-ih Im14np+tgbmn%'s#tMa,1 A++-«r"aslwe q.nae1 is to <RwersM xrn, etu1 taifll 51Sk. uwie FL 8(vd. CopTngN P.71B19 Al teMLrsxas-f nMerl E. tenEo- lq,r.t-tap oiaoroxdMitleuesat. iealla:nprMibeei•4Meat arrcAHe perehssroadee A-1 Real tncxs-AMAaapl.le aftalN. P.E_ Fort Pierce, 34945 WRCSLIC FL09G (FLOOR I1 ( 1 AiRoof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 ss Nov 12 2017 Print: 8 120 s_ I D:?sOQvilzBGko2hFpR1 0-1-8 It 1- --2=6-Q i 4X6 II 4x6 II 30 II 3x6 FP= 3x6 FP- 0 a A0181921iceolianal -. MiTek Industries, Inc. Fri Dec 8 11:46:42 2Q17 Page 1 icosKaPx9Nm-3Z5kCgXeaP6Y5uWp7pO8cF46wyB2cB 1F- 3-0-1 Dead Load Defl. = 5/16 in MSH422 d Y 24 23 22 21 20 19 18 17 16 15 5x8 = Sx10 = 302 MT20HS FP-- 3x8 MT20HS FP= 5x8 = 5x10 = 5x8 1.5x4 SP= 3x6 SP= 5x8 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 20 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 - 1629/0-7-4 (min. 0-1-8) 15 - 2000/Mechanical Max Grav 24 = 1629(LC 1) 15 = 2000(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6296/0, 3-4=-6321/0, 4-5=-9962/0, 5-6=9962/0, 6-7=-9962/0, 7-8=-10880/0, 8-9=-10796/0, 9-10=-10796/0, 10-11=-10796/0, 11-12=-7991/0, 12-13=-7966/0 BOT CHORD 23-24=0/3525, 22-23=018495, 21-22=0/10880, 20-21=0/10880, 19-20=0/10880, 18-19=0/10880, 17-18=0/10880, 16-17=0/9768, 15-16=0/4485 WEBS 13-15=-4852/0, 2-24 =-3827/0, 13-16=013814, 2-23=0/3027, 3-23=-269/0, 11-16=-2215/0, 4-23=-2348/0, 11-17=0/1117, 4-22=011593, 10-17=406/0, 8-17=-633f797, 7-22=-1757/0, 7-20=-15/373, 8-19=-267/53 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 26-7-12 CSI. DEFL. in loc) I/defl Ltd TC 0.41 Vert(LL) 0.73 19 433 360 BC 0.80 Vert(CT) 1.01 19 312 240 WB 0.91 Horz(CT) 0.12 15 n/a n/a Matrix-S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Use USP MSH422 (With 1 Od nails into Girder & 1 Od nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FL05G (1 ply 2x4 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 15-24=-10, 1-14=-100 Concentrated Loads (lb) Vert: 11=-733(F) 1 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 222 lb FT = 0%F, O%E xkaR1-MAt Mrgik tFrx"AeYf W91r@ii!i"SEEtH't rf.Klli `•flx`. tE .`.dSt?xbi{k7il:?KMEA!`M. httl bs§s pl`4111 ra{Masw Pt llH{pts axxRliIONMMNmH!R.`fM.IJ. tefamstMNhn M. pkiSS Nkxxtu 0xelMia EP6 ah k+d iuxcb Pw}:l M?M'l hr Ml 4b N+1. ! f 4h5,p:gI1M.;t. pcNs groan.Rt.NEpM1R@aM Mb!RAi.rY.EKM1IRH.SM q er MNllp rt lMlnM6r he pt ar.SMfit NePA( 1ti r1FM 136 MF, tMa 1R 1. *6wr'u'M wsAptb ny T. Tombe 111, P.E. v a amm a Ana n r . _ kt , ,e »K a aya, .»a,w .tea, s ««rt wn,•k etn r gM eaml ee wa aa;,R u"an w wHa.•uner , so , .onn+ x 80083 1tNelfg9rxpn M(pazt .a...... F3#Awep axs.irxMrn,sEti+t+ q.r aS YI Hw;t[SF; pNrskik>*rM SLf ea l+rxs bb. MertN {A Iq, bRwsMashra t+s of kph kM fm, kvgne. 6s, aecgEt .e'n MgMxlMa eKK+c 4451 St. i.uoeBlvd. Mk¢ nm+n •papn p xaa 1x6ashw nl4iaaw.re,«In,tsmn µRxnw wxay iswaxaem eeaaAra tfost Pierre, Fl 44446 toprrya 1®I6A-IBaalBrows AMM 1lo. III,P_L PepoAatiwd ka de ea eat. i aq ar itip N6ttRi.gkar 8r.dtteepnw axaafiwx A-1 foet [srsun-Amha4P I. tx ix IN. t_t. WRCSUC IFL10 0-1-8 H I--- -6=9 ---i 1.5x4 11 1.5x4 .c 3x8 = 1 2 Truss Type r YAN HOMES / SUMMERLANDFloor1A01819231 dob Reference o tiona JJII ss.com Run: 8.120 s Nov 12 2017 Prink 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:42 2017 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-chcosKaPx9Nm_3Z5kCgXeaP_p5sap9o08cF46wyB2cB 2.2 8 1-3-0 2-0-0 1 -0 4 Dead Load Oef. = 3/16 in 3x4 = 1.5x4 II 3x6 FP= 15x4 II 3x3 = 1.5x4 11 3x6 3x6 11 6x6 =- A d S r. I o n . n .. ... 3x6 = 3x8 3x4 - 1.5x4 II 3x6 = " 3x8 MT20MS FP-- 4x8 =_ 12-10-0 LOADING (psf) SPACING- 2-M TCLL 40.0 Plate Grip DOL 1.00 TCDL 10,0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) `Except' T2: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) *Except* 62: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 - 1128/0.3-8 (min.0-1-8) 20 = 1128/0-74 (min.0-1-8) Max Grav 12 = 1128(LC 1) 20 = 1128(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3612/0, 3-4=-3612/0, 4-5=4533/0, 5-6=-4533/0, 6-7=4533/0, 7-8=-3873/0, 8-9=-3873/0, 9-10=-1212/0, 10-11=-1108/0, 11-12=-121210 BOTCHORD 19-20=0/2129, 18-19=0/4424, 17-18=0/4533, 16-17=0/4533, 15-16=012927, 14-15=0/2927 WEBS 12-14= 0/ 1609, 2-20=-2353/0, 2-19=0/1640, 9-14=-1896/ 0, 9-16=0/1097, 4-19=-898/0, 4-18=-225/ 591, 7-17=-42/274, 7-16=-1163/ 0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI. DEFL. in ( loc) I/deft L/d TC 0.90 Vert(LL) 0.4818-19 495 360 BC 0.92 Vert(CT) 0.6918-19 346 240 WB 0.78 Horz(CT) 0.03 12 n/a n/a Matrix-S 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=- 10, 1-12=-103 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 Ib FT = 0%F, 0%E NrMp' Mau gxplh n"ae ne `1-119# Yr`u "4.atN, 1a4A! E1tMS t E FAffiGnS EG51tlMk pi;T)Y[ar7if?f&WFar kn Imh htgR tuuw.drr, wt mi Me, w Rn tmv ktya aneq?tRQj W b 41awr t [rak W !; knatue CIM kMr tv kMn,nann, ,xpN wh lal,o-ar Iblu nM,1e Mx, n[A b tM h! M IK kk rna. At a Inu 6nga flpte.in.. kuMnf ll}rq,j.lk,N a tIP 18 trpSM, ett;IimMt RM patsuaa «puaty,tsu.:naq W fk kupa b 4q1, tns4 kW1rA M ne 8k xh, u/n Iflt. fk kJh ntrryMe, bMui t4MYat tMM,q r.,aan,m, ra sn kNalnn+t,r„apar6.,n,kU.adss rcxd w de n<,k++anta.nexauwfw Anthony T. Tombo [i[, P.E. 80083 pa• ,T a sMq<.k.wtn-r s..a,rn,ar.rnw aaa.rm,.aan+Cana,wnaxx+a...ka»kwr,>a,aama n.a x. r Axtsu snslrnsns rn vsrs ,aw.rrac rN na Naearw ,ane k.ap e,a ra xan ett&duns.lrt.a xta sra aasx,a ar n,.a prrxt. ns sanyas .anar,ana l,., rs+q ,.rs ra,f aaa.:c v, M«.,as, 1 SQ683 nw. eu khs/ h s:xaan qun qn a.rngaaf rann nuara 1nm:, lnptgsann;lManNer RnM v.a Lns k,ln au!aahq. zm uparna ntx,nnka«as7K1 St. Code Blvd. tort Pierre, ft 74446 CetnyN 1114 A - I Ind Lnssas-Aalranl t.lon6e III. f1. IepNufian ul dis ksreaas. a not tun, is peLi4aai rflhnee 7ia,niMn rnrniaia Ir@n 6-I IwQ 6Rsas - AatMael L IanM l6: fL too LFLS11GE s truss Type Qty Ply RYAN HOMES / SUMMERLANQ A0181924WRCSUCFloorSupportedGable21 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Y Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:43 2017 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-4tAA4gb1 iTVdbD8HIvLmAnxMFVQ4Yoj9NG_efMyB20 0-01-8 0-k8 Us FP= 30 -- 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 STi ST7 a .- ST1 ST1 ST1 STi STt w2" ST1 STi ST1 ST1 5T1 ST1 ST11 I' 1 -- 1 sill _._ ii -- 14, :r;,.,... -_ i U_ Li st , , Le. _ _ i d d 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 16 3x6 FP 3x3 - rrdre 'L`_c Ue, _u_.._t Jz..ts.;u-_t-a_u-u-ttt, I.rr-u-t-a.u-u- LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0,09 Veri(LL) n/a n/a 999 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 18 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER -___-- TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(fiat) WEBS 2x4 SP No.3(ffat) OTHERS 2x4 SP No.3(f1at) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28. 27, 25, 24, 23, 22, 21, 20, 19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1,5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 89 lb FT = 0%F, 0%E ztbp: wR. PMt» up*--*,11v,3.Twv,,,ruta{r;tfM:stiims(4XPFimwwv.tr 13K4A;f9G'41,W. W, Wit W-1., st,w ki.0..T-CnwU-N,1W"N h~1 I—W fi 40 u ken kMt're. 9Mns awa•w OM r*t", .4 Wenigaren Plkt kntk*far ka Ert lRFakrW {.r ltsga!appa?.a. `lanKr!Klnane@a srnnaq H4 rnesena;tepav aKnkantulak rw ztiPMRMrWnaasganne enpaT agMKe Ke riR Mr nfa iMl. ik kvp f5tanrfxK:. i»aei mxarteat. Lelkal! Anth,)nyT —boM, P.E. eda,G , « tec ee,Manes .a «K awoegase.a,Marstw a.e rra n aauq a.tee-n pp MmTaK«e n nx ,,.w»t rota a,..».e rube yK a 80683 rw a upRb i sa tM« aM as eMW r .r a t qt NR nnn.t Anaubvt«aak aaKohwaK epaN wv m o« Ma winae+M Wa ertnnaMewpn Tmta yR »«.a vt x. as 4451 Sr. Lucie Blvd gnaw enKM i+Kts.KKs rPM ynnaMgMmrrWe Kwnet ik ews hNrtgtasns Yi Aa uwdq 4rupa.«Imt kna kg+m deter aydelaefaa¢; xtnWanl atdl. Fcxt Pierce, Ft 34946 teyrn1,t1R„1846 A -I Reef lnsspiWOW -hak Al.rL RaallrtssosAKIReaPLtemRe lq-P_f- Eruss I buss Type Qty Ply RYAN HOMES / SUMMERLAND HJSC Roof Special Girder 1 1 1 A0181925 146, designaa1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fn Dec 8 11:46:44 2017 Paget I D:?sOQvI1zB Gko2hFp RYib=Opep-Y4kZHObfTmdUDNi Usds?j? UQ xvgu H FqJ bwkB BoyB2c9 1-5-0 7-0-0 — I 1.50 II 6-6-7— LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 t(LL) 0.14 6-9 >536 240 TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.14 6-9 >536 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017(fP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS, (lb/size) 2 = 342/0-10-15 (min.0-1-8) 6 = 327/0-11-5 (min.0-1-8) Max Horz 2 - 114(LC 19) Max Uplift 2 - 238(LC 4) 6 - 187(LC 4) Max Grav 2 - 342(LC 1) 6 - 327(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 2 and 187 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 49 lb down and 7 lb up at 1-4-9, 49 lb down and 7 lb up at 1-4-9, and 17 lb down and 44 lb up at 4-2-8, and 17 lb down and 44 lb up at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 11=-7(F=-3, B=-3) 12=-17(F=-9, B=-9) Dead toad Deft. = 1/16 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% eelq-Nsu gnwflh,eee"9e'1-11a7 M4iES'S![:ii G4.tlll=kl}&U'R9lU!':AS iU4iaMi tFt`}4RWP:1@GEI{ar Fta Mdr hup fku wl nNM4MM,IrtµO,sytPFaM}[EWinIh411g1tWt II)v kk—i-kl ru IN Wook Ik4lr cueena EkRt rKBkrtq laMlaak rid. A,almsamr Fgaw,u..yaaat FgamihelM so aq E001tpcuane Hapae daarMwled,a lerwe,nresdR+!ta lk kxq d4saM Em;tMakda ae laRWl. U1. fi¢inir ni.ataen, nfp sMaw,t,iPM,hry Anthony. Tombo 111, P.E. 6063 4451 St. Lucie Blvd dMd.I.,,kaaail,k,#.wswaaa.»ra.w.na a a uaxpena.ouMloaxaa a.wt,w ml keaaeoa.wenrMc.,,.aarrMn•wdwa;kaMarka,.r,md Y ax 4=Mgatup Mterea 1 Mn ttl nl•ee 16t wa ae NetRn w/NanesARe kalri [nalnNs kn Xlaaaw u,EawsMMwEn,y au a,wexsu b, Naad rhea mlaaus lrt nyn,ii4»iwaalA41,ni aesq ,rzn k, _ Zt M. !e aru aeekaM a'xi tart Pierce, Ft 34M6 CetpirMD?$I t-1 toot Cnssec 6atAaer Ltonbe tq, t.E. Gooidanlaa of th's domlaeatoiovfea.icra6ilnel aaAaanfro.*gptoinuoa boo 4 1 RW tosios FaAoer t. toetrd lM. P.t. WRCSUC JHJ7 (Diagonal Hip Girder A0181926 3, design(dattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec ID:?sOQvilzBGko2hFpRYib=Opep-OGIxVMcHD41LrXIgPKN EGC 1 1-5-0 4-11-0 9-10-1_ F 1-5-0 — f- ---44-11-q _- — r - — 4-11-0 _. 04 II 1.5x4 II 3x4 =" LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 25 TC 0.55 Vert(LL) 0.04 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.02 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 - 155/Mechanical 2 = 468/04-9 (min, 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 - 232(LC 4) 6 = 68(LC 8) Max Grav 5 - 155(LC 1) 2 - 468(LC 1) 6 - 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/66, 3-13=-755/158, 4-13=-699/165 BOT CHORD 2-15=-257/697, 15-16=-257/697, 8-16=-257/697, 8-17=-257/697, 7-17=-257/697 WEBS 4-8=0/255, 4-7=-749/276 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% Rnkq Fxne axnSai!reaea qa Ylk4n"U53.="k_fY`,_t FEttiI:LM14::Nkll fg4`0k "Itl/EfillklRFiF@iWXr ka ix(hkur luuw.Mn wE ru/M!aAitlnrtktgrkawa(;7g4;WMtelrta{I :Mt q.Fi ldrinur SkttMrtrre kknaUta,x tsat(p Rt gl.uh Mrtsst>.eM*s t.nkna+h ar T coktt4. etstr.,ci tryaar i s.Sla+tq Ise:ei a r00 rme.emnH. eeAarttat!.aa nrairs rksgtA sagy toe.: l oe ice r.,wr quse np mrep s.wgcannrc inn Anthony Tombo 111, P_ , wtn dh nu kea ktlGq uqt atlntiHarAk,6+nrt.MU.ritMlwirk !aa an laMal ks,prd'EeuM .don KC, q!q(NI4 MIa:ggeMeM rR.i. qa gyred APr fg4wf NlAif nrdMG.n!.mMnika7MytMgt..ttdvr ek kK+q Wgk4e uy«,Aaara 3. 80083 kt t+ilkgk!pMwlMa Ja 4q Mef se Mif be lq@MNrpgMtt p/gilNrtARkdl (MIaaN1A M NgpMw;ItSliplk9tlhffl MSlCA rtiMwNM ryeatl RNM!t III-t adrt!f pt regaMiAlet Ml kkf Alk M1ntgssry!e.1,r!t k!q tysefr of lnt!M MaeMx. wk!S "5, St. wde Blvd. Mnnu Ykmll/a.aaHRAaapnsnpagy eglantt+mTrAlk Tess knacgw.kR•Igs kMol k!y+e-a Sin+4ase;.pnaAMYH1 lgvglM!tN nra.net iAllNaIlF1 Ff ORPerte, L 34946 Cry2ryel+ V 2014 A I loaf bosses Aal4aq 1,loa4o l0; fl. Raprotlwilaa al dis ixaenat. io aay(ern, is P104ikd-00atle nmaa rer issiea lro 4 1 low halm h'Any 1,lAb*In l.t. HOMES /S J5A Jack -Open 10 A01819271 I?a i truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:45 2 117 PageFiage 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-0GIxVMcHD41LrXIgPKNEGC 1 dhJOwOijSgaTkjFyB2c8 j_.. 1-0-0 — 5-Q-0 2x4 = LOADING (ps0 SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TIC0.41 Vert(LL) 0.03 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 4-7 987 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 - 127/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 - 64/Mechanical Max Horz 2 - 115(LC 12) Max Uplift 3 - 90(LC 12) 2 - 80(LC 12) Max Grav 3 - 127(LC 1) 2 - 264(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 80 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% nnu}Mnr M,rrl. nr+rx ke All4tff EMft'k t dbEYA4l btil DldE4^!4`7i':OM"M};.iiunrw.Eawttr Nn lttls kuppredKtMrWM+setirnskvr Afxry f!@G,MM kpq I E" Wf! Wwr S4WaOV t. krttdkr— a%Wm n, IN 04, Mrftt taw'Mr M+nbkndM M'Ibnk.dd A 1 ss Bexr Eytaa ._.r,dlsEpdxs MsW oaq ib9 trnak raw,rypa dMpdeunM atnaegrnp•uWww#ksyedM wlk F+e 4le1Ma41bb xF No 111A. ikku*r.:+lasat<Nairy nNrtrs. sabi+Nq l.a<da rtsq*wtkihl tMset!«ttMnrdn.Ox.n,rbx.n' rM dh,dugekNYRbn rn.dte,ahx dntft,AeMNH•INdixNMolrwPli.(k9rnddneftRMMXeNnedgtE.nsmMklMdYq sMrye.nddMlwwFk yskl'kbrtxp'"MA Anthony T. EORIDO ItI, P.P. M f*Ilkl Aterdk lNnxkr IXarh4 td rdd net@Cn/4rwka MrNNMsdne Mn6t{lrnrnplfNnldxmM llSp NNue1N W WWA nrda000.;-Orawt NlI MmtM tkirtskilMt WONefdRel,stAy.e: ;ins k! B QL}3 gtWm«tklnss WrM*ra..kn 4451 St. Lucie Blvd. Ntu*ro MMMNsI.na rnlgNn wn ydlrynn irdrM Ik Ines kIXr Epn+untGl Rt MMgt Anp.•Frss 5rne Erynnadm kalkt Ab ttµdAM wns den WlM eTI q;rcgk 2Q146ltaat lrussz-AaAoq Llwnba ltl, F.L ttrdnn6x of sfis lawns!. in nny twwF. izrd lbel end<nnM n[lkntca Essiwllra A-1 toollnsses-Whonr[lambs III rt. Ion Pierce, FL 34046 Su WRCSUC J5C { Monopitch s Nov 12 2017 Print: 8.120 s Nov 1 i-0-0 4-11-15 I 1-0-0 4-11-15 1'.A II 4 1.5x4 II 4.5--12 LOADING psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 6-9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.03 6-9 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/fPI2014 Matrix -MP Wind(LL) 0.03 6-9 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilEzerinstallatlon ugide.^_ REACTIONS. (lb/size) 2 = 236/0-8-0 (min.0-1-8) 6 = 223/0-3-8 (min.0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 2 = 71(LC 8) 6 = 94(LC 12) Max Grav 2 - 236(LC 1) 6 = 223(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-157/287 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed : end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 2 and 94 lb uplift at joint 6. LOAD CASE(S) Standard A0181928 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% laMr MreelnwQ4 n,xnM`11 Nlazf IIlS'S'4t-{r;.>(1Yk INNSltMAlih'!S nStpM!`Frl`rjuftl7lu@WHrbin. Inh bµwemFarN m!hktwTtt InsN Ntvw417Cinfb4nagt[rsNIw.F<Id-}k-wee ne 4ko 4a.mttdNMNI IGA. We lNINrI tM.t IIMIINA k.sH tnMilAxk,ddr,lrinss AsuM tgraa ate.,*.K,CIMIm;A.A. r100, MrsMIMMNNNrdnlNdttwdr4anlprnM:d4lSMlxktgndo-*i.;WIN.*let"- IN Anthony T. Tombo tit, P. F. wl nedl4ttimMwl NMryulb nymipNndbe 0-111 MiYq@x>,},e.d1+wN.tldM4(,MaW4ft"*Wi'(PkWIII I. Nt gMnddMfAFafMMN ntkMfns..ml.IgNNIq tN,ryl. a. MNFwaN Nn:rItM:NMnslwsMlMd a80083 N11* iMl @wsF«aCanrM to MIS Id MnIIn 10.GM'AeM tnMN++ SdMN (gwwl upn Nluunw MSRMNide1N IR.r 1C.I rudaaadM Ma "o- . ....I 4451 St. Lucie Blvd- dN, MfeMw/hfiMRt rRenplrxe,Rryry N, 15 MRM1+mNN iN hn, Mgrbple M[G'IYbdaq@nyrw.rLns S.nn Ehwcdmx«dwt. .N cryMtN wn:eenNNN+T.i Fort Pierce, FL 34 16 CryIErHMt 2AIf A I tad Grsus AlnAslry Lian6n tll.f.E. tnpCNunioc of disl«rsns. in esyhls,hpAilAel sdAeeltM wlENMn t«sissies has A I Aod lnslns-AndesrLtusM;tl: GE. uao truss truss type uty Fly RYAN HOMES / SUMMERLAND WRCSUC J5E Jack -Open Supported Gable 2 1 A0181929 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 I D:?sOQvi I zBGko2h F pRYibzzzOpep-yfPhw2eXlh?34gS3XIPiLd61 i--11-Q-0 } _. _ 5-0-0 1-0-0 5-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90 TCDL 10,0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc punins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide: -___ REACTIONS. (lb/size) 5 - 42/5-0-0 (min. 0-1-8) 2 - 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min. 0-1-8) Max Horz 2 - 114(LC 12) Max Uplift 5 - 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav 5 - 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. LOAD CASE(S) Standard 47 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% ryrary l4m SarrrM rmn,M Iki 101MONLIEr, rtri lttlGr Nr3CtU1i (eYtCM;"Itl!fe:6NTtntB6M£el. 1xi.hE wa nxrwt;M sma s?nu h:ya:my106; efMkt4M71.: blt:.l&exn kM Mxe e"9wful l6lMs}Y Qeelw A'er. eh IWO,WwAe pyn Oakk,iln M1ee4MnM.1 !I 4et:` 'r t..SNa i4°rn„a sMMwfiK q r Nrt wt;7tiatrtM FAII.WgmkW'ts}nti 4Awptgldlx tgki t, e1 ir4t t99wh gat Ini tn+aai.x,p,a q,a,,,rw;a+1,!a a rAv r e.;,r+pa re pr,w.,.wa «emd+.w.ru«a.a+a q;./o-wlnr 1..a wlrr.Emaw,e trx+.t.l*aq.+e„a,.,wr,»rM k Anthony T. Tambo Itt. P.E. br a+asvr camau.+a> ,aw+arssbnra ,.r +ear * t .w•.waa. 80oetiurw+rtt+ha 6w Fs t(ry pgsMpinal Sxe mrMt dia f^fMMn !/annM nyMWant nr MwrMMi ns n. Imn E.+ir ae'ms!S Wn.a. ak,s s«.w 1AnN6r[ f4 N gxe r pN Mpwr.ene[ ib p*r+e Fhpaxn vzMRadq dn+ .x [msirvhkiµ«a d.vk as4n z>Mm uM«t au. , R 349ier<eR. 1Q44 FortQ0PSt. 5 leis a«.arm. ...t Woo, MeetlfM.ebalnkr .a1r. A 1W tr.uRs art 1.4.4 a, r.E rJobIWRCSUC V (Jack -Open 110 1 1 s Nov 12 2017 Print: 8.120 s Nov 12 I D:?sOQvllzBGko2hF pRYibzzzOp 1-0-0 7-0-0_ 1 Q17-" — U6 11 n LOADING (psf) SPACING- 210-0 CSI. DEFL. in loc) 1/deft L/d TCLL 20.0 Plate Grip DOL 25 TC 0.98 Vert(LL) 0.10 5-8 818 360 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP N0.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. ( lb/size) 4 - 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 - 90/Mechanical Max Horz 2 - 156(LC 12) Max Uplift 4 =- 133(LC 12) 2 - - 92(LC 12) Max Grav 4 - 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip IDOL=1 A0 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard SUMMERLAND A0181930 iustries. Inc. Fri Dec 8 11:46:47 2017 Paoe 1 Dead Load Deft. = 1/8 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% M bt-FlanelWxfYr m«wts'kf N7rr?0S}1'-Sflr"rr_EAftaSl;ikf l'.71A(OfM 47i(CNt'tat[PFl(kACR:EAG(t(1'I«e IMftkt a.IFwNnSW aN meta Af+6 SS kefip 0nw}W WIk aeRaKl IaMeN t'. N#t«t SNnlde u &ftn f4ea x D4N M [bi. «et eix< wrtd Naks latpkeM(aak?I¢wkeN%. ofaln.t BeuN Eq«x fix. SaaMkEeNkv';ea gar as ax X99 ap xh ao nny««aNMNaksuaaN ayaar«ar<uanaar(axMksgadea cagk 4m;NNaNaakl We eNa lryl. to ksiQ ass.arNan. aa(M <aNrut. xeagaht Anthony T. i onbo 111, F.E. wt neN a-gym+(a ae f ak eynnNiar Nae b+ae+. «a a.+n ,w«aN ape«waae,aee:y.r:«m.waNkrll`..ee a(aN ka wi wkp NeaalN( mw*NNM(ae «ra„aau tr elhf na,«e«yaeriq.fraae, k,kuMawae«uI NHN4ie,rwtiNerN A 80083 M a Nq OasywMtaaR«Iw aauaas sn Me IAC a/ex NN ire. aN N+ afdhehia+{Oerye«i k41e NN« HShryMslelhl!: xf lIXA retMaeN kr peserw¢t }ry.I NRut M+tyw 4iMael aN kaes at(k hye kwgnr.'int Mqe tr wer ne lrtfS V-N*n. ak,5 4451 St, Woe Blvd. wa«. krfdaMha(aaa«aNaNryaaenaafh Nl pnw makN.Ikk+ttM;a(ga.auai(MlmNka Oetia«e.«Hns 4Ska [apwa Nan Mkaq. AA nNManl efe«aN Nak/:'l6I. Dort Pierce, FL 34446 etpifk ea YQlf A-Ital[raaset- An1aaayl.teaba1R.t1. tayaaaleniea ald8 iaameat. ie ear feun,ts pebAiaa/«abeer de+riMaterausaioahe A-I iaol6nsm-AeAaayttanbe llL tl. 1 i rw J-U-U 5-114F--1 D_0 1 — -- — --- 5__ i 0.1 t _4 1 3x4 = 1.5x4 I( 1.5x4 II 4 5 1.5x4 II 4-8-0 0- 5-11AI— 48Q Plate LOADING (psf) SPACING- 2." CSI. DEFL_, in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.05 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.02 7-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 2 nia n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ITek recommends that Stabilizers and requiredssbracingbeinstalledduringtrusserection, in ordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 221/0-8-0 (min. 0-1-8) 7 = 303/0-8-0 (min. 0-1-8) Max Horz 2 = 105(LC 12) Max Uplift 2 - 116(LC 8) 7 - 132(LC 8) Max Grav 2 - 221(LC 1) 7 - 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-179/300 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2 and 132 lb uplift at joint 7, LOAD CASE(S) Standard u«xM-Nsu!«wpN.rer.ar«'i tR fieSEt`buY"-.aRYI; LRMsi[:'ABIn:R:5SNW,"frunGlitRPNrr M• irc(rMalP«awE n(.aRr waar G.r 4.,gr Bni(rWl wrtlr ltmwr«rk .ti. U«n;e lkn hhrc ne aMfaaerax,t Muhe [sG Mlrn rtxcr pkt tnN krfN Gr at'IRxk NN. N a has 0¢u}r Eafn« n x. q««al EprRn;. h fal n!w 7B9 F@reSWr M atrymrr dar pdtt«riM aparairazMsMMa M ft ktgr d!t SarM 1m; N}bd a 4 i!@ adt ai« tllJ. ra My1 tttrxpxrr, Haar aNdrat. xrIM+NlrZtwarudMrlmst«nsdMpisMre,r«warAbr!«w,ua l.rr «Mmn Ta«MaWgM ra«.aue uAafdux ltt.M At xa ar lxd x4hrnle wr lPl. liaary«d>lNrR wttileu nrdMtmr.«dxarwwr.q. tarn., ssrdwwrN x«p wiMMitrrngigrd Anthony T. 80083 t1[, P.E. Mt«wrrarlr aai«c«x rr G rn«exx rR rap«me Mlmd.sdn wuq[«wMx wgMx.a«rrsnrwwtrrn w aa« en«aG P.«dp«r rnran«sl n dswaandr«r BOOBI xn Gen M rr tq«a«at In"M°.p""a''a"' 4451 St. Lucie Blvd. Ma««r 60Mk r;«aan raM Ma a nmr! 1. a4 n+u«+aaxat Ib Gr;<Mxa Eqs« «IM7f M Marx. x tart s.wa Eyaw dw7NNal. t4cryarhtq ax; ar a Mr«/ x;al. Foft Pierce, FL 54946 aP1TilM y p01 f 6 I Raul lussn-luliuur l.lanbo lit P1. Ruprufurtiau al this laaunn, iu un1 two. is praA4iru! xdbea iM xnrtau parriuieu tron 61 Raul hnrat FeArour L 1anbNll: P.E. Job Truss Truss Type Qty Ply RYAN HO:M ES/MMERLANDWRCSUCA0181932JobM66Monopitch11 Ref Al Roof Trusses, Fort Pierce, FL 34946, design@atlruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:49 2017 Page 1 10:?sOQvIlzBGko2hFpRYibzzzOpep-vl XSKkfoHJFmKBcReASAQ2BKSwOcyTi2lCRys0yB2c4 1-0-0 5-114 1-0-0 5-114 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 - 217/0-8-0 (min.0-1-8) 6 = 318/0-8-0 (min. 0-1-8) Max Horz 2 = 116(LC 12) Max Uplift 2 - 117(LC 8) 6 = 118(LC 9) Max Grav 2 = 217(LC 1) 6 = 318(LC 1) FORCES. (lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-229/435 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.5x4 II 5-11-4 CSL DEFL. in loc) I/deft Ud TC 0,30 Vert(LL) 0.06 6-9 886 240 BC 0.32 Vert(CT) -0.02 6-9 999 240 WB 0.13 Horz(CT) -0.00 2 n/a n/a Matrix -MP 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 118 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% dtatp WI I PON 8e5 S k:ff"ril1311 liW&LXMII'Mtµ?bX'7eF.Y5µteCd:l1(e&tr hra leedr ksgt lamaai W:tt/Watadf[las[eetlpr Wt+q;f@C;adMtdeq[fnhlx rl ldaax Sktt kMe ru. k4etdMa,a imda fed tµr Ikh4 wxtladwtSaNk Wfadt;RCdktdd.l•lmiRet fgdm?a..yaalrtDlxa rde5et1aar51A.p mt a.ryaaedlkpttntawittpnaryetya:MMbezkSgddeatlltl .kFneaaderez y.akeml. rkka¢aaaFMrt 4atgeakat:.sdlnam AnthonyT. Tombo 111, P.E. 0k ntr {a en ptlq et rtptaiflardde e.tr.dell.artManea eM.tndtMaq>l eagw.ie de M.tdlall(,ded(aldeked biAq ak td rY. I, de yyn.dddr @R ae ry AtN tide Fat..MAe bAy. tlatp,nklMaeMkaxy Nd Mlk ttspsnexd b t«Ngeo- prtk (MrWa WMtr sa Mdlk leC of se NaamM p+ Aeetdik la ! tt S!d!Nt adaa KSG/dheahll!a/U(F at edaead tx Ia+P t lt41MM5M etn' +1'wt Meaaddebn;k"4'"Oat 8068i W p—wI", ewMaa M.' 4451 St. facie Blvd. tdnaKtMhelhaiaealgMgax nadlhdFaxeS dednLtk Grt eetw Etrdea rskada MM+l knlea ai,n, 5rtbtryaradmwilgh. ,W Wwh:Nw+5 ae t51bNx R41 Fort Pierce, FL 34946 ppykD261M Ad Ruol ttnses AetMoey 1. IaeNe tll, l.f. 4pefwtim el Ail dwaaedt, ideayWm's poAilikd allow Ae.rift"plaini"beaAIReel6nsasAethoeyl.10MOTI:P.f. MG7 IJack-Closed Girder Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 I D:?sOQvl IzBGko2 h FpRYibzzzOpep-v 1 3-5-13 7-0-0 33-6.3 1.5x4 II 6x6 = JUS26 3x6 II JUS26 4x4 = JUS26 A01819331 2017 3-5-13 7-0-0 3-5-13 i 3-6-3 Plate Offsets (X,Y_)-_[1:0-0-0,0-2-133, j2:0-1-8,0-1-81, f4:0-1-12,0-27p], [5:0-4-8,0-1-8[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.03 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 115 BC 0.97 Vert(CT) -0,06 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MP Wind(LL) 0.03 4-5 >999 240 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. JJ REACTIONS. (lb/size) 1 - 1502/0-3-8 (min. 0-1-12) 4 = 1542/Mechanical Max Horz 1 - 138(LC 8) Max Uplift 1 = 439(LC 8) 4 = 520(LC 8) Max Grav 1 - 1502(LC 1) 4 - 1542(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOTCHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919, 4-10=-653/1919 WEBS 2-5=-433/1579, 2-4=-2157/734 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp Ct Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7) Use USP JUS26 (With 10d nails into Girder 8 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) 804 (1 ply 20 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1,25 Uniform Loads (ptf) Vert: 1-3=-60, 4-0=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) et.q neat auayfr rae•M'A•.taD 40$5;"",iiutr,[Aratt iw,&(Ow..W[Bf7l,wr;bi[163F,muflt'Me Nr klit lnp cae ue aksapr Turct @pxpkmryl afletMxrl iwb.n.ti.Wnpxt dM Metae. Paku eNesbl a![ .ab Oft Pxtnecekaudkex rgtaM,edd.t trus hcw fR e.:`pcaRr ie{ow;.araaarlP¢ryra.e<ae:pw«,Ma,wAesw+d aprx,gn»eMe,a4t aFsq,rne rwlMl ,. atawaar94ai. a«Inr iax,gnu a,. berry a,lew;. a4tEa. AnthonyTonuotii, P.E. Oft1—heWaMynae uva;tltm RAt ,r.n. ae c«ar wew!ee pxnwwlMpq i#a,xkr ah,:leeM.s, Rtae KtM/INfigsNtax3n+. raq,>"wAketlA6wim NY ,edte 3,st.>a w esueaet ae Y n. aw,AUFaRraawed ?80083 k rqn IM(atabr. tA+ee,a at mM Re ea 4trtRtxaM prh!lxslht M14q bq.eit SdMx MArunaSnR esklit rnaf Sxt m iMwwt#la p.ra pM:. PL, Mme+Mnyazdnt M+dM rau Msga, tmt hcp,Fgten r Fnstkwheeia,wMx wa, aweae>~t[r wgnaMaaamyxrPtea:,l.,t rfel ss<,tpEp.try:AllAtrralsaq r.rmrmrt,t adaa q A€yw tA>aes.ta+aafelna aaSWoe St. 111vQ. Fort Pierce, FL 34946 topyripAl $3 tRld A -I Roal tnsses-Aarlaey L teaAa 117, rt tepredmrtea el rkit decmam, d aa1 Eeta. is prey"bited withers Me wrAter peradssioo 4ee A-1 Rwr Uecses AelMap l tewie IR, rt. Truss Type Qty Ply RYAN HOMES / SUMMERLAND Valley 1 1 A0181934 a 0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 - 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 = 2212-11-6 (min. 0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. s Nov 12 2017 Print: 8.120 s Nov 12 2011 MiTek industries, Inc. t-n uec a I D:?sOQvl l zBGko2hFpRYibzzzOpep-N D5gY3gQ2cNdx I BdCtzPzGkY 1 5.00 12 T i 61 2x4 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.05 Vert(CT) n/a n/a 999 WB 0.00 Horz(CT) -0.00 2 n/a n/a Matrix-P Weight; 8 lb FT = 0% 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard zteaeq IKW.~t i-O.0 W'Awidw ex. Owx ri.vF vxata+tFR rAt WEk,aatM r§tss NnN tx ibi4h MM.4 Mvk:'.ew'a'.Aaaen iepm,. a aaa oK ipP<areussda gllK elq kAeEuwd nq m+Fp aspmWn M6e aurdb 4daM1 tryuMl eosi wh ,en lnt heeup m xslxx.:.W aNxwr. rrltidi. Anthony T. TonW tl;, RE. W.xx rns,w,nr yts o-«aa.sm_,e.«.,«a.rs«pmram qs,qsx.»n.,.usasa.ss.ssa axaay,.a.tTrcurxr aanaaw.rax a xs,+pp+.arm..aeaa.Wvs,auax.:,,,n+at+ ; 80083 1eMwry kcpa Wte f+<M uv»s w«ranr taa.e K ,.ep a,en.aaa5 tanw.e s++a, .+tw uttntaaaktrWsr;t Rx aamrt r e [n. an:a .ar,:a tsfea, rats.+, sago-». t,xa t wW•+.0 x.«xu 44-1St. LueleOlVd- x4nmrNMMkri e q,at gltn rtegblk M>F1 aal.N. ih hat Asrptrp nnA4hMueR EeuPns aimti:rw.`gne.. @aai dat 4 +art emu aaamit t Ecxt Pierce, FL 34446 pppitlt C "16 A -I tool6o m Aoeay 1. P.E. ttp wot" 0 Miv lent. Way low t teol l"'s ma y l IM6 t#. P.L Qty ES/SU VM5 l Valley A01819351 russ.com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:46:50 2017 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-ND5gY3gQ2cNdxlBdCtzPzGkT5KmihyyB_ sBVPSyB2c3 5-U-0 3 2x4 1.5x4 II I LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 0,20 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP Ne.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 164/4-11-6 (min. 0-1-8) 3 = 16414-11-6 (min.0-1-8) Max Horz 1 - 83(LC 12) Max Uplift 1 - 41(LC 12) 3 = 75(LC 12) Max Grav 1 - 164(LC 1) 3 - 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, II; Exp C; End., GCpi=O.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% teo. q pa,m,ywro»Pe im?ronus^tuir:Etuu t+n Enitw'enrk;c.reisr:rrsmxra.ay a ae.nEru,c:,gE w a+a rr;r.r,am,.nuRnuax«.:,anat a caha 47N+rw'JM F ArAknEek&I pr4o- xGl t [nrf 3sy.' a« .frycMr? # xq UQ arrwnn arrppxri enFh;e+aa.gMnar¢ yyq Mr( ersyr Mfxs to ceM•F49rtib ..ae lxr, ia+x nsapq»m kaRq!MPw..N.* Anthony T. Tornbo I11, P.E. e4mlkr trK h q Nyr q erw(kJw KaB.wv'rubnn yxf.M{b+gaR.e r KetaSt .MKwi ka kN vkwt;Al. Ik gpo-,tlAnei`4.n 5a l udxe.nie bba McMa/. arm, !xYww a(knF MMayuA/ xasewCan«a aye nMRa Mnr n.a »4eat er an ew. MmwaEna 4 au u r+ wa*f m.+atarw+a4w«aaa k 4 tan «.EM,axy. u .ea4 8Q083 MM+Uz1fC MteNMe(we erM"MMet MBMMt N ;q lmt rnrp lwimm MC4 srMrryxr.e has Waw igM!eRr htNri. l4 igwh;Rif M+f tRkWMREM.i. 4aSi St. ilnip Blvd, for FE $4 P61Qkl Raef 6 sus AndurLlcedn111, r.E ta xAatioe et Ristamaq.Maetfeirl, it prMibBei«itbwilheaiHea pmaixriahan kt teatlnnet Aa mipt[ewle ld, P.t. Fort Pi1,11, Ft 34946 JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TIC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC i I ttach Corner Jack's r/ (2) 16d Toe Nails @ TIC & BC (Typ) Attach Comer Jack's w/ (2) 16d Toe Nails @ TIC & BC (Typ) Na H ue++w l nrn«rie`b1 t;: ?It Ri dttPt'lut rf Mi f, kv t&1s srAr.n^iE a E%Mf-"m. ne kwr s se[nt,euraea tae Beagr O wg;tw,ra eA a...na:,rE trtanar Mee rx #ke,a.m,uro4asa 7eN.a9p bi».urercxdan s5+hna 4ep S h.eM ims q.`Axrw i. 4psxA 4ytaeat to uauan'egMan rn r+gawr0Mg+4soeM »aa,q a„arr x.ae+r peA. r+b grA.eakt95.rt++Mr nst n. er+gr,a,.apnx wapwerRr, Ar?ihonyT To.boiil, P.F. a4 xwAat fmswr stn nuwviaw,da+'r..m,w..,,,vxutaprfxAUMl age!:af., `aaoA+tr,er K .e re wrVgar tn.t `>tmr"mr R4.d.MtxY e+xr.,:;..xiangiwAey a»re.. a»1kAafwi`n";4&brwnrw+xaM'rR 80'q33 h Wlu Ea^..pnfHGR1ce ke min ut rwak #'td Nt MnlaRM a+f nn A:h kMgtn"etM u.!t.mw'F.t nMrMbr@tN S4 r<reA* Nfu 1.+.d PNa RH 44mnvhu. rA naxs kSF Ms[ast nn. Sr,; @ewe Rrx ad #uMxakwrk. rrtst 1451 i.FL 3494d34 010, Fort i erte, fi_ 6 av"14A-ik.fhn- Ank."T. T-1,01, P_E 64.10.@(. FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409.1010 ALTERNATE OIAGONAL BRACING TO THE BOTTOM CHORO V - 3' MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCH TO DESIGN THE CEILING DIAPHRAGM AND IT ATTACHMENT TO THE TRUSSES TO RESIST I OUT OF PLANE LOADS THAT MAY RESULT FI THE BRACING OF THE GABLE ENDS. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END, ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL CABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X- SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS, VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' Q.C. (2X4 STUDS MINIMUM). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALL BRACING METHODS SHOWN ON PAGE ) ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS URAL TRUSS CTI In AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: w ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. M o NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" Q.C. OR LESS. A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORO OF THE BASE TRUSS SPACING NOT TO EXCEED 24. O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS .JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. 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Ee 6e Ili<P.L IepaiutieedSdsinaneat ae,form-n praMi6ae1wdhan sperraan pnaassrou kua l.I100hose:-AeMx1-- JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED ( STDTL05 A-1 ROOF TRUSSES 4451 ST I I Ir1r RI Vr) FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4, INSTALL VALLEY TRUSSES (24" O.G. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS, 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.G. E END, COMMON SS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY It BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24" O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4" X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. YR4w1'Mgx tkNrAt`I4ti3F FY1+SPii'4Ei!&';. GiMEt1:i€i:",l;OM9(°k"X(95 bf."K6H`; kftk"fik06ME1tF`91m iaMr ktgt Ma M tNtwfMe,Ntta F e4t A`xi &"na#.['. aPWf LAaR"t. lillM :.t:. Ofm—iptw Nt*krt Kfk^siHfI1MNdIR. IK! x+wa Anthony Tomlin 1I1, P1w.ueffas traxhra Nskw rR me a,lxn:aM.th+.aux MG.ex`s rRmutgra lr we tu7al&up«Aertea«IC Str IK vA fie &cilleggqsW Willi tx ppw dAx l•a1 aA N.xBOt kn+MMpg tv Rw range acaAiMtMYKR cNRNM nMmaux. ti Y Ca tmkal9eatpn xe[n t+[+s lal*arta'36raMaxton ai7liRiwxdAci CtR nnt StlrhaMeCpp;kSi•PIA'.MMIifHIilSAat srax MM Mmalwafwcr. tttil ecan> .n xA M rte4x ltial Aes n,n (+—*T-Aw'w a I s80083 ak+,nu NEiNgtiet quro[+roa.mpgq res M1eM Rr1—"hWwsWilk" aepr:6m41tdest*ry urdln e+MNq tGc sei4asas frn fffmevx?R i kn44Sl SL uw*K ' Blvd, Bart tTierce, R 34945 a0rF16t IOtk A-1 Koak lrelut AalAap 11440113, k,€- FrryaMlae d tdu dazenent is e!e. bear ix pidsGEded eNMN iqe rliaEn axess but 1 i &d irmus-1l.IosAo 1, F,E. JULY 17, 2017 ( TRUSSED VALLEY SET DETAIL I STDTL06 wmm.mm mimmm r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409A010 SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4" X 3-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0A31" = 10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24" Q.C. MAXIMUM) AND SECURE PER DETAIL A• 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. 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T..W Ik F.fItoo !..w 44"fT. T000 at If IJULY 17,2017 TRUSSED VALLEY SETI (HIGH WIND VELOCITDETAIL STDTL07Y) IA m A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409- 1010 ATTAC WINO DESIGN PER A CE 7-98 . ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24"O.C. (BASE AND VA SUPPORTING T-- DIRECTLY ". 1., -111 1 --- DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10"ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON - BEVELED I BOTTOMCHORDFOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED IBOTTOMCHORDCLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/ 12 PITCH) W; tiriiiifrll PEON 1-9 pf W_twg-f m .0", wW Anthony T Tvrk I'll, p F. 4451 $ t, Lucie OW, aw, jmc "Iti,16#11mi" a lki dairmoe, is OPT fwv. " pfa"dO4 .44W Ike vion pffwrs,ipp km k ltwfwwnFoft P` ece, L 3046 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVU, FORT PIERCE, FL 34946 772.409-1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/IOd NAILS, 6' O.G. VERTICAL STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. STDTL08 VERTICAL r 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' Q.C. 2) IOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - IDd NAILS SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 PROVIDE 2X4 BLOCKING BETWEEN FIRST TWO TRUSS AS NOTED, Q VARIES TO COMMON TRUSS THE TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) 8d NAILS MINIMUM, 3X4= PLYWOOD SHEATHING TO 2X4 STO SPF BLOCK ROOF SHEATHING DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. f 1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - 10d 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES R 24. O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 BRACE WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT 48' AO SPACEEDDC. ATTACHED THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH f4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. OIAG. BRACE TO BLOCKING WITH (S) - lOd NAILS. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF NEEDED TRUSSES. 10. 10d AND 16d NAILS ARE 0131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/ 3 POINTS MAXIMUM STUD LENGTH 2X4 SP #31 STUD 12' O.C. 3-8.10 5.6-11 6.6.11 11.1.13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP #3l STUD 24' O.C. 2.8-6 3-11-3 5.4-12 8-1-2 2X4 SP #z 12' O.C. 3.10-15 5.6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3.6-11 4-9-12 6.6-11 10-8-0 2X4 SP #2 24' O.C. 3-14 3-11-3 1 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH I0d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 I T WITH 2XIBR GE ONLY- BRACE Y' E STDTL09 w NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 902 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVO. FORT PIERCE, FL 34946 772.409.1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' Q.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / 1-BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 1-BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 1-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. INSERT W00D SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - lOd SCAB WITH t3l - lOd TO TOP CHORD NAILS (0.131' X 31) NAILS (0131' X 3'), ATTACH TO VERTICAL WEB WITH (3) - 1Od NAILS (0,131' X 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0,131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) N12 X 3' W00D SCREWS 0.216' OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17,2017 I LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO 4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES. FORT PIERCE, FL 34946 772,409-1010 TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68,4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 162 10&8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 131 75.9 69.5 603 59,0 51.1 tn A48 81.4 74.5 64.6 63.2 52.5 Ny VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 84,5 (LB/NAIL) X 1.15 (OOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30* TO 60• 45,00' ANGLE MAY VARY FROM 30* TO 60* STDTL1 1 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW] IVIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS X_ A NEAR SIDE A NEAR SIDE 7--g- NEAR SIDE 45M* SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30* TO 60* 45M' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL 1 STDTL12 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L', 131 59 46 32 30 20z O 135 60 48 33 30 20 In 162 72 58 39 37 25 J O 128 54 42 28 27 19 F_ Z z 131 55 43 29 28 19 LU 3 148 62 48 34 31 21 J CV M z 120 51 39 27 26 17 z 128 49 38 26 25 17 O 131 51 39 27 26 17J O 148 57 44 31 28 20 M NOTES: I. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0,162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WINO DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) - 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2XG BEARING WALL NEAR SIDE FAR S SIDE VIEW 175 TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 v A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.3 x 4 TYP W NAILER ATTACHMENT I STDTL13 W NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [:: STDTL 14 4) 12d MAX 30" (2'-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 MvmMMtteMe.'MW wrtw9w h,l tGe!iM1tS;°1[i:'.X`SB€NlAt SSN141[WWPJRi 9iT}M ii FRjhTt{Mi#8(M.7'kr.lwhh T MAexFi MSH4+Rmaflne7ov!.6+.up Baca,-,`I@C aline 4 Mpi.`.NNea.eL Mnaee MgkNn xa Niwc.An.qu MM eh [%R.eM MsM wampn.+s r.wBnmttt as aae kw, a*+q. Agawt aa. er x*: n.,«FaaxB me.+nawegnaeeaax es as rwpaxae *ae+N shnr .ane..( an= +rta. tAc.wr. aaa ne R. '^P+.wnw+ .q „r,.w, n,mw lftlooy 7 Ta W 1:1, RE. aef+ntelaa 4uss44a F+Y n ••.H+R*9 fM "way*wr"+w':aM+:.l9 km'opnl*R'hxtfit awmiAe.'.11a/4 eMaw Fp M HM uhMtKf Re N".e MN4e f8R w. K Milnel14e 4ig"Y"1MR'kM R+.maM+wf MwN urtkee+'s.*A X$Q$IA3rf^4R.A@e+,w. attwRew hlwe4 iNM.MtAtaf4MUR.e, w(F' hw rtM M?W fa MitlM eAe Nhl **MkEh MSKt.,gn..M ba f+*Ml+Mhee Ff: k4eev Me ieM+=tae ekapwp h.v nxP*.km Mrye M jai h+i 4w.tr Ree. »hiv 445A $t 111CYf rfYd_ ae.F,o«yet,a*aa«a.. n.,,,,, eFMef ?.aaMx, N+*a Ma b*r magrtw ax. ac.anwam. ZL (p.iryta 3'J 1914kl eaB t meef-A [4an0.aGi. t.E nlaBtir ok tkn lacaaaaa. x!e fxwh nAil4N a+lAaw du atElBae fat Ginrce, Ft 849 b t e. + o rrMdwaa.u as,.-AmA..laadwN6FE FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451ST.LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 NOTES: STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND DAMAGED OR MISSING CHORD SPLICE PLATES c STDTL15 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C-PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE .JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17,2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451SI ' LUCIE BLVD. FORT PIERCE. FL 3046 772409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X 4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2, THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X- SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. IREFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES A0 . ,. A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 1 2) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fox www.A1truss.com l7 o+ ro oq E a wC m Z z Q/. X m E E O_ a a c c Fm vi O m z o F o F ro i o O F F F F v W " o o ta 'a q N y q N N tF l0 tD Ct 7 7 H 0 Q iNj Z p N t~!1 c Q OQM WM r O 0 FmQ o! mm3. O O. Oo N o o 8 LL o LL M QN N ooN M 4 t0 oo oho N OO C!t oo am t+1 u) Q N M ulN N N ofry o oo Ou oooo M ui ac oo oN0oo .ti n m W O M oo oo rn m 4M0 ry N W Q cc M- .-, ca LL Q o w M ccrnccJi. o o q to io v r ti h qF- STRUCTURAL V*4;OA ('ON FCT()Rs° MiTek Company Haniters Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No, Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule TS THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526.2 2785 3155 3405 1530 l 4) - 16d (Fore) 6) -16d (joist) HTU26-2 2940 3340 36M 2175 20) - 10d jCamed Member - Max Noiling) 20) - 16d (Corrying Member . Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26) -10d x 1.112 (Carried Member - Max Nailing) 126). 16d (Carrying Member . Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528.1 4210 4770 5140 2000 22) .16d fFoce) 8) - ibd (joist) HTU28.2 3820 4340 4680 3485 26) - 10d (Carried Member - Max Nailing) 26) .16d (Carrying Member - Mox Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU546 2790 3160 3410 I550 14)-16d(Foce) 6j - 16d ()oist) SP STRUCTURAL CONNFCTOR:S' A MiTOW Company Hangers Allowable Load (lbs) DF-L / SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R i HHUS48 4210 4770 5I40 200D f21)-16d(Fore) f8) - 16d post) Ti0 THDH26-2 1881, 3915 4505 4795 2235 20) • 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 f20) -16d ffoce) 8) - 16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGUS26.3 4355 4875 5230 2155 f20) • 16d (Fore) 18) -16d j1ow) T12 THDH28.2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGUS28-2 7460 7460 7460 3235 36)-16d ffoce) f12) .16d fJoist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGU528.3 7460 7460 7460 3235 36) - 16d /Fore) 112) • 16d Horst) us P STRUCTURAL CONNECTORS` A MiTiak' Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - Jod (Header) 4) - 10d (Header) T1 1US24 LUS24 2) - 10d (Joist) 2) - 10d (Joist) 4) - 10d (Header) 4) - 10d (Header) T2 1US26 LUS26 4) - 10d (Joist) 4) -10d (Mist) 22) - 10d (Face - Face Max Nailing) 6) - 16d (Carried Member - Face Mount) 6) - Tod (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) - 16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) - 16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) - 16d (Top - Top Flange) 11) - 10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member - Max Nailing) T4 THD26 HTU26 20) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) - 16d (Face) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 26) - 10d x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1.1/2 (Joist) 26) - 16d x 1-112 (Carrying Member Max Nailing) 28) -16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) - 16d (Joist) 28) - 16d (Face) 22) - 16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) -16d (Face) 20) - 16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) - 16d (Joist) 20) - 16d (Face) 20) - 16d (Face) T11 THDH26-3 HGUS26-3 8) 16d (Joist) 8) - 16d (Mist) 36) - 16d (Face) 36) - 16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) - 16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) - 16d (Joist) u s p STRUCTURAL CONNECTORS' A7 —MITek' Comp —any REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue 1 damage are required. NOTE: Photos of the issue 1 damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use a line to denote the exact location of the break MISSING F DAMAGED PLATE: Circle Missing or Damaged Plate 1 2 `"'a.,"'. , 3 d 5 B 7 8 S r „-16--.ti 11 12 13 mailIlii 1.0. it i d 21 20 d ALTERNATE/ REVISED BEARING LOCATION ? Draw in new location of bearing, and provide dimension of it's locationM MISSING PIECE: tfthere are multiple freaks, resulting in missing 18 l 16 1° I TRUSS MODIFICATION: If truss is too long f short, promde detailed sketch and provide dimensions as needed. MISSING I DAMAGED PLATE: Circle !Sussing or Damaged Plate BREAK Use a line to SPLIT 1 CRACK: Denote exact location of denote exact location of break e.and provideovidelenlength reaterthan12 _. .......... .. .. ff r 9t H DEFLECTION f CROWN: Denote exact location of where the start and 1" out of plane step ofthe issue. as well as dimensions ofwhere the issue occurs. w n^ HATCH LEGEND -- 8 - 0" / 8' - 8" A.F.F. 8' - 8" / 9' - 4" A.F.F. r 18- -1 7/8" / 18' - 9 7/8" A.F.F. NOTE, ALL TRUSS TO WALL ANOfOR TRUSS TO LEDGER CONNECTIONS BY BUILDER UNLESS NOTED OTHERWISE) NOTE ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE : THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSiBLE FOR THE Ia 9 o e sSTRUCTURALSTABILITYOFTHEENTIRESTRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. `:, FOR BRACING 8 ERECTION DETAILS REFER < - c ' s A TO BCSI-03 ANOtOR ENGINEER OF RECORD E c_ Q ^ REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING ``' L Y ` r 6A JUS24 Ll-THD46 q E S e G ccmsjJUS26 --MSH422 r D (THD26 MUS26- 2=s d E' E, THD26-2.....__..- F. THD2$_2- c; 1US46 `O -- _ 5 LOADING + ROOf FLOOR WIND LOAD a@LIVE LOAD 20 40 I ASCE 7 10 Q m p v DEAD 1— 10 I 10 150 MPH EXP C = ' - t- ----- 0- 0 1 F00 LIVE 1onD 10* fl , eaTECPaY !I - _ - DEAD LOAD'( 10 5 1 ENCLOSED i _ e TOTAL ALLOAD - E 40 55 I FBC - 2017 DURATION FACTOR 1 1.25 1.00 TPI - 2014 REVI DATE I BY REMARKS -- " 01 01/0612011j ECC UPDATED BOTTDM RIBBON TO 2%6 ' 02: 12/O8/20T7' A'CODEt1PDATE Ai Ys untlerstaod that above - E I conditions have been reviewed APPROVED ....., are acceptable for the !! e- fabhca4on at trusses, I APPROVED AS NOTED- e3evations, pAches, overhangs ' ` - _ faSetaa, ceifing - REEVISE AND RESuBb'I` I _' ekevationsfpitches, Dearing --' REACTED n conditio8all detail pertaining --- to this truss placement plan. Wo t'" _ _ - back charges - N be accepted ....... ` g wwlml previous written DATE i e s s ' approval from an A-T Roof Trusses representative, .......... REVIEWED BY. E ` PLAN DATE1 ARCH:/ CUSTOMER , RYAN HOMES JA s E 06 NAME SUMMERLAND C" ' 9 OPTIONIS) o ' o COMMNTY i J LOT A f 0 BLDG BLDG TYPE 0 OB N - MASTER i WRCSUC DRAWN I SCALE DATE fl4/ 20/2015 lT N. TS =6 se n. CAI _ 1: E s G li79-. = A- 1 ROD - F s 1426.6, J TRUSSES 6 , A FLORIDA CORPORATION 3 f Ph 772r109- 1010 1 Fax 772-409-1015 = s Permit # City of Sanford Building and Fire Prevention Product Approval 1 8 - 1 2 4 4 Project Location Addres Specification -, ' T ,- 0v As required by Florida Statute 553.842 and Florida Administi a ke Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.or-g. 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 Therma Tru Smooth Star 15000.2 / 15000.4 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional, Wayne Dalton 9100 - #0600 #0607 9147.11/8174.2 - R1 2 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # incluqin decimal 3. Panel Walls Description Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R1 2 Underlayments InterWrap Inc. Rhino Roof Undf, 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shig2les 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 Metals Inc. MMI - 213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimalL_ 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Lott's Concrete Products Lintel 17867 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 G 'RAC CiDhstrudtion Products 1, Product Name Grace Vycor® Plus Self -Adhered Hashing 2, Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax; (410) 431-7281 www.graceconstruction.com www.graceathome.com 3. Product Description BASIC USE Grace VycorO Plus Self -Adhered Hashing is a self -seating, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSiiION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0.56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black. Grace 'Vycor Plus Self -Adhered Flashing is now avalable with RIPCORDThb a card embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Riming is generally not required for most substrates provided they are clean and dry. However, oh concrete, masonry and DensGlass Gold& apply Perm -A -Barrier® WB Primer. if adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A Barrier WB Primer. The coverage rate for Perm-A-Barrier.WB Primer is 250 - 350 ff2/gal 6 - 8 rrt2/L), SIZES Grace Vycor Plus Self -Adhered Hashing Is available in 78 (229 m) rolls in widths of 4", 6", 9" and 12" (100,150, 225 and 300 mm), The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vycor Plus Self -Adhered Hashing must not be applied in areas where it will be per- monentty exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Hashing if the specific formu- lation does not contairi hydrocarbon solvents: silicone, acrylic, butyl, i-part polyurethane and 2-part polyurethane. This flashing is incompafi- bie with creosote; joint sealants containing potysulfide polymer or hydrocarbon solvents; products manufactured from QPDM and flexi- ble PVC, and certain caulks. For more informa- tion, refer to Technical Letter L "Chemical Compatibility with Other Building Materials and Sealants." Grace Vycor Plus Self -Adhered Hashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof. DO NOT walk on the membrane. 4, Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content, Cold Uquici-Applied Bastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test - Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic 8astomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1, 5. installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Hashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation, Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store aU prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at pant of use as is required for each day's work. SWRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not .be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (-4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, dean, dry and free of voids, spatted areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vyoor Plus Self -Adhered Hashing is to be applied by wip- ing with a dean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A -Barrier W6 Rimer at a coverage rate of 250 - 350 ft2/gal (6 - 8 m2/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess primer will not Improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds wafter. For ease of installation, Grace Vycor F1us Self -Adhered Hashing has measure mark- ings at 6" and 12" 052 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. SKCE DATAe and MANUSPCL'e ore registered trod' m of Reed t3sevier In. The ton part DATA format confoam to the edlorid style Reed COnstniction f T/ . — . .. . ..... _.,...__ .,._ ___...__,__.:.._.__.....i.e.... e,.a,...a ,.......... o%mcnn.H rn do fine rl,". A" R6 hFa Rasfuved. ..... Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding flshmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate, If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above, The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate, Grace Vycor Plus Self -Adhered Hashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 114" (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials. SAFELY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly. The best Infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. Ali users must acquaint themselves with this Information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus Self -Adhered Hashing is competitively priced. For specific information, contact a Grace Construction Products repre- sentative, FLEXIBLE MASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERMS OF GRACE VYCOR PLUS SELF-ADHEIM Fi.ASHING Properly & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 mil (01A mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C) Elongation, ultifnnate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -25°F (32°C) Lap adhesion at minimum application temperature, ASTM D1876 Modified 60 plf (875 Nlm) width Adhesion to concrete at minimum application temperature, 60 pit (875 N1m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Flashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Hashing, when Installed in accordance with manufacturer's recommendations, will not require maintenance, 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Fling Systems Hrst Source' Additional product information is available from the manufacturer. W. R. Groce & Co. hopes the Womiation here ug toe helpful It is based upon data and knowledge considered to be We and accu- rate and Is offered for the users' arWdefatim investigation and ver- ification, but we do not warrant the results to be obtained. Please read of swements rewmrtendotiots and suggestions in donjon Hon v.Cih our candhors of sole which apply to al goods supp5ed by us No statement feeommendotion or suggestion is intended for any use wtkh world Wringe any patent or copyright. W. R. Grace & Co. cone, 62 mwemore Avenue, Cambridge, MA 02140. in Canada Grace Canada Irx..2A aerrents Road. West Ajax. Ontario. Canada us3C& Where, perrn_kBarr ea and Vycor are registered trademarks and WCOM is a trademark of W. R Grace & Ca. -Cann. DensGoss Gold is a registered trademark of Georgia-Pacific corporates copyright 4CIg4 W, R Grace & Co. -Corn. TP-098E . Printed in the U.&A. 8/04 AFS/U/3M In sPEGDATAe and MMUSPEaa are mgi tend trademoda at Reed Ehevier Mc Thetenpart SPEGDATA format mnfomn to the eddodal "a 1 Reed Construction a . i. e,a n,rMu-M ,.rr„rnrv. o ttp,5Read Corutruclfon Data AA tYrgMs Rasarved hats_ 19 lashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCRDEi=100 to 106) for additional flashing options located on pages 27-33. Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table 1, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPGORO. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive harrier. Split the release paper install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on fop of window flange when using self -adhered flashing.) EO Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER•RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturers recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. 12 Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET-100) the weather -resistive barrier has already been installed before the window and flashing. I' 13 Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pro -cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locata the RIPCORD. Split the release paper in half allowing for easy installation. El Flashing Applicafion Instructions far Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cutflashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealantisused, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. 15 Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: no not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCROEr-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. 16 hashing Application'lnstructions for Windows WINDOW INSTALLATION: METHOD S AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pro -cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost comers, as necessary. 7 Step Seven: Remove temporary secure ment of weather -resistive harrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. 18 Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET--107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). 4 Fldshing Application Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I' Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. install onto ledger board. 3 Step Two: install the weather - resistive barrier as per manufacturer's recom- mendation. Cutoutthe weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Retail VCRDET 201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET-200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. El Head flashing tie-in instructions: Flanged Window VCRDET 1D0 1. Cut, fold up and temporarily secure weather -resistive barrier above header to Flashing Installation Auer Weather -Resistive Barrier allow for flashing installation 2. Install Grace Vycor Plus head flashing MECHANICALLY FASTEN WEATHER- FOLD UP WEATHER- RESISTIVE BARRIER & under weather -resistive barrier AS NECESSARY IN RESISTIVE BARRIER TEMPORARILY SECURE 3. Fold weather -resistive barrier back over CORNERS THROUGH GRACE VYCOFe PLUS head flashing and seal with tape Notes: 1. For the most current details, installation fJ=' F w2ATHER- ,, 3 SHEATHING video and product information, see our RESISRVE r ,. . SILL PLATE web site at www.graceconstruction.com TAPE r '' SEE VCRDET-106 FOR OPTIONS) 2. RIPCORDW (Split Release on Demand) can f be removed from Grace Vycor Plus for 55 µp t3YARDRN, ease of installation 3. Remove weather -resistive barrier from top GRACE VYCOe PLUS of window sill plate I KEl 4. Install Grace Vycor Plus in order G f shown by numbers DO NOT F ASH OVER sOTTOM NAIUN Fi-ANGE r 5. Install Grace Vycor Pius and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Flanged Windows vcnDET Io, Option I - Low Exposure Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS —A GRACE VYCOR® DO NOT FLASH OVER --- BOTTOM NAILING FLANGE EXTERIOR 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can beLSHEATHIN7SILLPLATEremovedfromGraceVycorPlusforeaseof SEE VCRDEr-106 FOR OPTIONS) installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in GRACE® VYCOR PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 q0 00 now e% fl7 a raw 4f Flanged WindowVCRDET-102 NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOFe PLUS ---A GRACE VYCORePLUS- DO NOT FLASH OVER f3OTTOM NAILING FLANGE Notes: EXTERIOR1Fmt m| sxs*owa mdpmd t o s omw m l R|PCORDw(Split Release unDemand) can bo removed from Grace Vycor aPlus for ease uf installation IInstall Grace VyumPlus inorder shown by numbers applicable, leave |oaxepaper oolower half ofsill flashing until future fie -in uRACso \ vc«n~pu/a 5. Install Grace VymnrPlus and weather -resistive barrier Luform water -shedding laps Flanged WindowVCRDET Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS____ IN CORNERS EXTERIOR SHEATHING 1. For the most current details, installation NECESSARY video and product information, see our web THROUQH GRACE VYCOR"' PLUS site u1vmvvvgmommnctroctiouoom 2.R| PCORn"(Split Release onDemand) can be SILL PLATE removed from Grace Vyco.P|unfor ease of FOR OPTIONS) installation 3. Install Grace VycorPlus inorder shown Uy numbers enAoe 4. ifapplicable, leave release paper unlower GRACE VxxznOpLu» ha ufsill flashing uNb|m*in VYC0RJ@ S. Install Grace VymorPlus and weather mxiu- ebuniertoform wu noheddinglaps 6. Detail alsorelevant for Grace Vycor V40 DO NOT FLASH OVER DO B07 Half Round WindowVCRDEr-104 Option I - Low to Moderate Exposure EXTERIOR SHEATHING X REFERTO TECHNI(;AL- LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAUNG FLANGE Notes: 1. For the most current details, installation video SILL PLATE and product information, see our web site atSEEVCRDET-1 06 FOR OPTIONS) www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers GRACE 4. Mechanically fasten as necessary VYGORM PLUS CORNER PATCH - SEE VCRDET-504 FOR OPTIONS) 5. if applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round Window VC11DET-105 0 Notes: ption 2 - Severe Exposure EXTERIOR SHEATHING REFER TO TECKNIUAI- - LETTER #i ON CHEMICAL GOMPATIBUTYWITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE 1. For the most current details, installation video and product information, see our web site at www.graceconstructionxom 2. RIPCORD® (Split Release on Demand) can be removed from Grace VycorQP Plus for ease of installation 3, Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. if applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill Plate AptionS VCRDET 106 OPTION - A NOTE#2---:::::: 7zWALLSHEATHING VINYL GRACE VYCORO PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 OPTION - B CORNER PATCH OR COMPATIBLE SEALANT WOODEN FURRING STRIP SILL PLATE WALL SHEATHING / Tie-in with Vinyl Siding at Window Sill VCRDET--107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycora Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD@ water -shedding laps RELEASE ON DEMAND") 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-1o6 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to LIV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) VEATHER-RESISTIVE 3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl 500OutsideCornerVCRDET WEATHER RESTS' BARRIER (OPT1Ol GRACE VYCORo PLUS Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com IEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor(m Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE vyCOR®PLUS 6. Detail also relevant for Grace Vycor V40 ET-504 FOR OPTIONS) Wall -to -Wall Outside Corner VCRDET--501 Notes: GRACE VYCOR PLUS SIDING R is 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycore Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDET-502 RUBBI ASPHJ RUBBERIZED ASPHALT ADHESIVE IE IR®PLUS sue ED RELEASE I BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSEADHESNEAS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT Notes: 1. For the most current details, installation video and product information, see our web site at www,graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows _ 6. Angle of corner may vary, adjust folding of the membrane accordingly to fit tightly to corner . 7. Install Grace Vycor Plus and weather -resistive bar - der to form water -shedding laps 8. Detail also relevant for Grace VycorV40 Wall -to -Wall Inside Corner VCRDET-503 Notes: VINYLSIDING VYCOR' SIDING w00^_ D SIDING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Corner Detailing Patch Options VCRDET-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCDRD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove release paper at time of installation of corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A F— T- vT1 --] Option-B PATCH-g Option-C PATC[,- RELIEF CUT r/A I "I r- INSTALLED AT CORNER i-P%1 V11-V INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER i Foundation Sill Plate VCRDEr--505 Option 1 WEATHER RESISTIVE ^ BARRIER (OPTIONAL)-j EXTERIOR - SHEATHING GRACE VYCORI& STUD WALL SILL SEAL GRACE VYCORO PLUS FOUNDATION WALL Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Foundation Sill Plate VCRDEf--506 Option 2 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com SIDING 2. RIPCORDO (Split Release on Demand) can be EXTERIOR STUD WALL removed from Grace Vycor Plus for ease Of SHEATHING installation' SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCORO numbers AA A .A PLUS 4, Install Grace Vycor Plus and weather -resistive FOUNDATION barrier to form water -shedding laps A o WALL 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete A 6. Detail also relevant for Grace Vycor V40 4 A Georgia-Pacific DensArmorPlus Technical Service Hotline 1.800.225.6119 or www. Infierior Panels gpgYPSUM.G0M Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor PlusQ° Interior Panels are noncombustible (as defined and tested in accordance with ASTM E135 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistanttothegrowthofmold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -parry organization, UL Environment In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This fisting means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance SchoolsO (CHPSO) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment wittishrews or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gPgypsum.com. Submittal Job Approvals Contractor Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® Fireguard" (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125* F (52'C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus" Fireguard CO panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C165B, ASTM C1396 Section 7 and ASTM C1177. continued --> 1411.1 Georgia-Pacific Dens/ . ` Technical Service Hotline 1.800.225.6119 or Interior Panels WWW. g P gyPS Um.G6M Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Are -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2" (12.7 mm) t 1/64" (0.4 mm) 1/2" 02.7 mm) - t 1/64" (0.4 mm) 5/8" 05A mm) t 1/64" (0.4 mm) 5/8" (15.9 mm) t 1/64" (0.4 mm) Width, standard" 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) s 3/32" (2.4 mm) 4' (1219 mm) t 3/32" (2.4 mm) 4' (1219 mm) t 3/32" (2.4 mm) Length, standard 8' (2436 mm) to 12' (3658 mm) 8' (2438 mm) to 12' (3658 mm) 8' (2438 mm) to 12' (3658 mm) 8' (2438 min) to 12' (3658 mm) s 1/4" (6.4 mm) t 1/4" (6.4 mm) 11V (6.4 mm) t 1/4" (6.4 mm) Weight', nominal. lbs./sq. ft., (Kg/m2) 2.0 (9.6) 2.0 (9.8) Z.5 (122) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance2, Perms (ng/Pa • s • m2) 10 (570) 10 (570) 10 (570) 10 (570) Unear axpansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 101 6.25 x 10 6 6.25 x 101 6.25 x 10's Coefficient of thermal expansion, in/in/°F (mm/mm/'C) 8.5 x 104 (15.3 x 10) 8.5 x 104 (15.3 x 10 a) 8.5 x 10-1 (15.3 x 10) 8.5 x 10'6 (15.3 x 10,6) Flexural strength, parallel, Ibf.'-' (N) z80 (356) 40 (356) 2:100 (444) 2:100 (444) Flexural strength, perpendicular, Ibf,Z4 (N) 1D0 (4441 m100 (444) a140 (622) z140 (622) R Value? ft2• °F• hr/BTU (mZ• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibilite Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.'•' (N) k80 (356) 40 (356) z90 (400) z90 (400) Hardness core, edges and ends, Ibf. (N) z15 (671 15 (67) z15 (67) a15 (67) Water absorption 1% of weight)'- 5 5 5 5 Surface water absorption3,4 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 p/0 D/0 flame spread/smoke developed Humidified deffectionx4 0/0 52/8" (6.4 mm) 52/8" (6.4 mm) 51/8" (3 mm) 51/8" (3 mm) Bending radius' fi' 0829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes s Double fasteners on ends as needed Tested in accordance with ASTM C518 ' As defined and tested in accordance with ASTM E136 or CANIULC S 114. 3 Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) 4 Specified values perASTM C1658 and ASTM C1177 fit, Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast: 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-7-25-6119, www.gpgypsum.com Q2014 Georgia?acific Gypsum U. All rights fema0. 1/14. GNTM UL Item €532240. TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225,-6119, FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. c Georgia-Pacific Technical Service Hotline 1.800.225.6119 orDensGlass® .. ww. Sheathing www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensGlass) Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114, Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels, and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gPgypsum.com. Submittal Job Name Approvals Contractor Date When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck0l Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior file applications, consult our DensShieldO Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty, Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings which'may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet(MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses:1/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' 0220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued---l k Georgia-Pacific De nsG lass' Technical Service Hotline 1.800.225.6119 or Sheathing I www.gpgypsum.com Physical 4' (1219 mm) t 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Width, nominal 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), Length, standard 10' (3048 mm), ± 1/4" (6 mm) 10' (3048 mml, _ 1/4" (6 Mm) Weight, nominal, lbs./s . ft. (Kg/m2) 1.9(9) Z5 (12) Edges S uare Square Bending radius s 6' (1829 mm) 8' (2438 mm) Racking strengths, lbs./ft. (dry) (N/m), Ultimata —not design value 540 (7878) 654 (9544) Flexural strength'^, parallel, Ibf. (N), 4' weak direction 40(356j 100 (445) 500 (3445 kPa) Compressiva strength min. 500 psi (3445 kPa) min. psi Humidified deflection'-' 2/8" (6 mm) 1/8" (3 mm) Permeanca2, Perms (n /Pa-s-m2) 23 (1300) 17 (970) R Value', ft2-' F-hr/BTU (m2-K/W) 5610,099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expan with moisture Chan e, inCn %RH (mm/mm %RHIg 6.25 x 1D1 6.25 x 10s Surface burning characteristics per ASTM E84 or 0/0 CAN/ ULC S102: flame spread/smoke developed 0/0 Coefficient of thermal expansion, 8.5 x 101 15. 3 x 101)1 6. 5 x 10,6 15. 3 11 04i)' in/ in/°F (mm/mm/°CI Tested in accordance with ASTM C473 2 Tested in with ASTM E96 (dry cup method) s Double fasteners on ends as needed s Tested in accordance with ASTM E72 accordance 3 Tested in accordance with ASTM C518 (heat flow meter) As defined and tested in accordance with ASTM E136 or CAN/ULC S114 4 Specified values perASTM C1177 As stated by Gypsum Association GA-235 r Tested in accordance with ASTM 928-85 Georgia- Pacific Gypsum U. S.A. Georgia-Pacific Gypsum LLC Georgia- Pacific Gypsum 11 LLC Canada Georgia-Pacific Canada LP SALES INFORMATION ANO OROM PLACEMENT U. S.A. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U. S.A. and Canada:1-800-225-6119, vwww.gpgypsum.com CM14 Gemgie4'ecirx Gypsum LLC. All rights reserved 1114. GP -TM eL Item 632250. TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www,gpgypsum.com and select the product for warranty information. All sales ofthisproductbyGeorgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.c0m. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebsite at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to vwuw.6uildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Florida Building Code Online Pr,aaiDAWAam.OMda . BusOn ss Pr_ofessiar R gu atio t Page I of 3 y' >3 4 e b dra?r oriragraTsa 1&=p lorida product Approval USER: Public User Prndtct or Ao Iqi® r > aoolica,___ ti_cn lst > Application Detail o..,dudArroraval Me_.nit FL # ' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15000-R2 Revision 2014 Approved rul Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@ rwbldgco nsuitants.com Vivian Wright rick,@rwbidg consultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional EngineerEvaluationReport - Hardcopy Received Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or Architect the Evaluation Report Florida License pE-3409 National Accreditation and Management Institute Quality Assurance EntityContrail Expiration Data 12/31/2018 Quality Assurance Ryan J. King, P.E. Hardcopy ReceivedValidatedBy2ValidationChecklist - f Certificate of Independence Yau Referenced Standard and Year (of Standard) AA-, nda D MA/CSA101/I.S.2/A440 2005 1996 ASTM D1929 1999 ASTM D2843 2003 ASTM D635 1998 ASTM E1300 2000 ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of product Standards Florida Licensed Professional Engineer or Architect Certified By iv Florida Building Code Online Sections from the Code Page 2 of 3 Product Approval Method Method 1 Option R 05129/2015 Date Submitted 06/ 28/2015 Date Validated 07/ 05/2015 Date Pending FBC Approval 0B/19/2015 Date Approved Summa of Products FL # Model, Number o r-..th-St- pescription15000.1"FibergCsa 3er" Sideiite(s)m Outs ong ( X OX or9X0, OXO, XX, OXXO out Configurations} Limits of Use Approved for use In HVHZ: Yes Approved for useoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/ A Other. See INST15000.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Thisproductapprovalrequirestheusedsidelites, stainedorpaihav nted 6t number doors, nmonths ofinstalat3onbeen15000.2. "Fiber - Classic" or "Smooth - Star" Limits of Use Approved for use In HVHZ: Yes Approved for use outsideHVHZ: Yes Impact Resistant: No Design Pressure: N/A additional e INST 15oo, m tations,ZnstalRlafifon instructionesign productessure ands any productparticulars. (this product approval requires the use of 'J' part numberdoorsandsidelites, pstained or painted withn 6 months of installation have been 000.3 c. "Fiber - Classic" or " Smooth -Star" Installation Instructions Ft15000 2 II INS i i.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent ThirdParty: Yes Evaluation Reports o A A 1 OOO i.Ddf Created by Independent Third Party: Yes Limits of Use Approved for use In HVHZ: Yes Approved for use outsideHVHZ: Yes Impact Resistant: No Resign Pressure: N/A Other: See INST 15000.3 for Design Pressure Ratings, any additional use Ilarsatio is installation approval requires the use ons and product particulars. (Th product spart or pained within 6nmonths tofrInstallation.) which have been stained15000.4d. "Fiber Classic" or " Smooth -Star" 6'8 "Non -Impact" OpaquaX or XFiberglass O, Door XX, OXXOithout Sidelite(s) - Inswing ( Xr Configurations) Installation Instructions 5009 R7 II INST 500 200 Verified F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i 5000 R2 AF EVAL 15000 2•Ddf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ImpactResistant: No Design Pressure: N/A Other. See INST 15000.4 for DesignPressureRatings, any additional use limitations, installation instructions and productparticulars. (This product approval requires theuseof ^)^ part number doond sidelites, which have months of installation.) been 6 out Ntsin(e Fiberglass Sidelite(s) - QtswgXOX orXO, OXO, XX, OXXO Configurations) Installation Instructions E1 5000 R! II IN A00. 3. odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Flt5000R7PEEVAL 15aoo 3 odf Created by Independent Third Party: Yes 810 "Non -Impact" opaque Fiberglass Door with w"out Sidelite(s) - Inswing (X, Configurations) Installation Instructions Fl i SaQQ i rr rnicT 1 0 00 4 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reportsa, i0004DdfCreatedbyIndependentihrrd Party: Yes stained or painted w bI Fiberglass Door - Outswing e. " Fiber -Classic" or "Smooth -Star" 8'0 "Non - Impact Glazed Dou e 1500015 Inswing (XX Configurations) Florida Building Code Online amits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/A Design Pressure Ratings, anyOther: See INST 15000,5 for additional use limitations, installation Instructions isntdhe useproductparticulars. (This product approvalof "I" part number doors, which have been stained or painted within 6 months of installation•) 15000.E f. "Fiber -Classic" or "smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/Aother: See INSf 15000.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions andproductparticulars. (This product approval requires the useof "3" part number doors, which have been stained or painted within 6 months of installation.) Page 3 of 3 Installation Instructions F 1000 R II INS" 15000.5.'odf VerifiedBy: Lyndon F. Schmidt, P.E. 43409 CreatedbyIndependentThirdParty: Yes Evaluation Reports F Acnnn R7 AE VAL 50k-5.odf CreatedbyIndependentThirdParty: Yes 6, 8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Installation Instructions 000.E N Verified SY: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 000 E odf Rt : SOpO q2 AE LA4 a -- Created by Independent Third Party: Yes aadc Next asn- aA7-1824 Qatact Us " a bOity StatemPdlL :: 2007 01' Sta Of Florida.:: RriVaN StateoEOt :: The State of Florida is an WEED employer. response to a public -records request, do not send hone or by traditional M411mailrf You have arty quesdons, please contact 850.487.1395, *Pursuant to Under Floridalaw, email addresses are public records• If You do not want your a -mail address release in armen electronic mail to this entity. Instead, wntact the office by R licensed under Chaptar 455, F.S. must provide the Department with u do not wash to effective October 1, 2012, licensees However email addresses are Public record• 7f y Section 455. 275(1), Florida Statutes, u are a licensee under they have one, The ernaAs provided may be used for offfdal communkaddr wiwhich th rice cann_ made see• supply a personal address, Please Prrndde the Department with Orapter 455,r•, please dick hA[. avaiiabie to the Public To determine yo Product Approval Accepts' Gail tiCCli i1tF h1 E77Li C5 THERMAITRU THERMA TRU DOORS 1 18 INDUSTRtAL On., EDOERTON, CH 43817 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING w/ & w/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 51h Edition )2014) Florida BuildingCode {FBC) structural requirements including the "High Velocity Hurricane Iona" (HVHZ). Z Product anchors shag be as listed and spaced as shown on delags. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used In the'WHr this product is requited to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4, When used In areas outside of the "HVHZ" requiring wind tome debris protection this product is requited to be protected with an impact reshlont covering that canples with Section 1609.1.2 of the FBC. 5, For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Slle condiltons that deviate from the details of this drawing requite further engineering analysis byalicensedengineerorregisteredarchitect. 7. This product does not meet the water Infiltration requirements for the "HVHZ". inswing units stop be Installed only In non -habitable areas or at holattobie locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A Is less than 45 degrees. TABLE OF CONTENTS 3NEETiI DESCRIPTION 1 Typical elevations, designpressures & general notes 2 Dow anal details Smooth slur) 3 Door panel details {Fiber eknsle 4 Sidegle panel defogs b glazing defogs 5 vertical cross sections 6 HOTIMIC" cross sections 7 Horizontal cross sections B Buck Anchoring 9 Flame arc 10 Frame anchoring I Astrogal details 12 Bill of mateft & Components gN 2 37-W MAx. OVERALL FRAME WIDTH b b SINGLE INSWING UNt7 X SEE DETAIL W / SHEET 6 g DOUBLE W/SlD ITES INSWING +NIT OXXO SEE DETAIL "A'/ SHEET 6 5 DOUBLELQUBLEINSMNG UNtT XX 7j71r1t3111 p gra N O 9 Z Epm 2Q..t 1 0z nnr......... 66.50'MAx. OVERALL WIDTH D D D SEE DE7AIL "A"/ SHt: L16 5 5 SINGLE W= rresOXO INSWIN • UNIT 1 t rYinr 7l reP/RAC. MEZZ- 0irn FL- 15000.4 Er _ 1. OF 12 36.00° MAX. DOOR PANEL WIDTH 2 2 L 23 Q. 1 18 2 0 ODOR PANFI Smooth Star 1 HORIZONTAL CROSS SECTION 2 DOOR PANEL 4.037" -j I i.545° 1 o LATCH STILE / l TOP RAIL SMOOTH STAR) (SMOOTH STAR) I to 1 H1NGE STILE 80TTOM RAIL SMOOTH STAR) 8 (SMOOTH STAR) VERTICAL CROSS SECTION 2 DOOR PANEL 55, or 2 c Em m V W d f oZ maa 911z 36.00" MAX, DOOR PANE. WIDTH 2 3 m p v O 9 a DOO___R P, gNF1 Fiber Clossic 1 NORIZOI 3 DOOR PANEL 4 335" ,. _. ,022" 1 r--1,45" --I no tArcN snLE FIBER CLASSIC) % TOP RAIL FIBER CLASSIC) 1.208" 1 INGF ST1LE FIBER CLASSIC) 5 BOTTOM RAIL FIBER CLASSIC) 2 "'CA'L CROSS SECTION3DOORPANEL C3 E OIT M I I i r o r 0 ; 2 n rt 02 24 12 i ALL- N. r S, o n. By: JK m K s LFS 3 Nos FL-15000.4 ry 0 rr J or 12 I f2" GLASS 25" STEEL IN R10R INTERCEPT SPACER 40 41 SEE NOTE I 5" INSULATED QjMs t 1 SMC LILE FRAME G1 AZIN 13.7375- MAX. PANEL WIDTH 7.125" MAX. D.L.O. WIDTH rrr." 1/2" MIN. GLASS THK. 40 112"GLASSI 1/2" MIN. J/8" EKIERIOR BITE GLASS THK. TEMPERED 40 I/8" GLASS G1 TEMPERED GLASS AIR SPACE I/8" AIR SPACE TEMPERED 25„ STEEL 1/8" GLASS IN R10R INTERCEPT TEMPERED 40 SPACER GLASS 29 SEE NOTE 1 5„ INSULATEDATE I ACS W / PVC lift tHAA4F GfA71NGDETAiI SEE NOTE I L L l HORIZONTAL CROSS SECT70N y4 4 SIDELITE PANEL 7d 1 2.152" 1 1A ^l Z,j•!fR B 42 PLASTIC UP LICE FRAME . l PLASTIC LIP UTE FRAMEEXTRUDEDPVC EXTRUDED SMC 1.077" - 1 1.077" }+ 1" 2 VERTICAL CROSS SECTION J SIDELI7F PANEL EZZ I 7'—1 1. Spacing for Item29 do41 (life frame screws) 1531" - ( 1 I. l S3i" , j is os follows: From the bottom up on sldss; 8.5, 1 with (7) more spaced at 9.875" o.a. there are (2) r42 ; SIDELiTE TOP do BOTTOM RAILdoBOTTOMRAIL screws bath top and bottom of 2.J2S" 1n from eachSIDELITEBLANKSIDES77LEBLANKSIDESTILEcorner, FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG=0.43 SLL EI E1 £JL4EIE £ Smooth Star k U[ 77 C£y C v U 2 3 m1,0 a E 1 I1 E 0CZ R I! m h 0 4 z z E:02 24 12 i u N.TS. 9 a. er: JK m' w LFS 3 VWlNO N0.2 FL-15000.4 " a cr 4 or 12 N 46 47 ;_;: ti'.j; • SEE NOTE 2 a,; , 4 4 VERTICAL CROSS SECTION5 G) VERTiCAI CROSS_ S N 45 39 SEE NOTE I 0 304 N aJ !2 U SEE o TE 2 0 1 VERTICAL CROSS SECTION J 5 Shown w/1x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART i J ri2 1 The sJdalita Js direct set into the W Item43 a +B x Jamb with (12) Of each Vertical omb pfh, wood screw, There or 4) 31 ", z48.5" & 66", from the top down at 13.5' " z oz 4" from the outsJda comersore (2) at the header of DATE, 02 24 12 zmarsof2) i}13 0 JB x 2-1 the frame. there are sere N,T.S. 9sip4" 12" pfh. wood screw at thefromtheoutsidecomers. Of• g'. JK ma Z OPTIONAL SURFACE BOLTS ON °°" s' LFS i SEE DESIGN PRESSURE CHART " VE PANEL MWM No.: ti FL-15000.4 " a sNEEr 5 or 12 0.15'MIN. I C-SiNX 13 • e SEE NOTE • 43 I. The sidellte is direct set Into the Jambwith (12) Item 143 a #e x 2" pfh, woodWOW. There are (4) at each verticalJamb, from the top down at 13.5", 31", 48.5" do 66". There t, .; , . ° i+i;";p,p•'+1F ; ore (2) of the headerat4" from the outside corners of theframe. there arer: 7p tl, x •°`'n 2)13 a8 x 2-112" pfh. wood screw at the allh 4" from thej?• •• outside corners. 36 +• 41 29 45 44 °, 1-1J4" MIN. JULESIpg EMB. pp.) 1 HORIZONTAL CROSS SECTION 6 L a OPTIONAL SURFACE BOLTS ON ACC PANELSEEDESIGNPRESSURECHART) L j HORIZONTAL CROSS SECTION 5 V 0 NIli JOF wcO U2a 2 0 " 1-1/4" Miw. EMB. m O 2 HORIZONTAL CROSS SECTION 7 e HORIZONTAL CROSS SEC7ION BDM. 1. The sidelite Is direct set into the Jamb with (12) Item #43 a #8 x 2" pfh. wood screw. There are (4) are (2) of each vertical Jamb, from the tap down at 13.5 , 31", 48.5" do 68", There of the header of4" from the outside corners of the frame, there are2) 113 0 A x 2-1/2' pfh. wood screw of theBill, 4" from the outside corners. 1-1/4" M1N. EMB. )1YP.) Z.1 a •;y M 2J Q:—tia fill z 6m 0 x oZmz w o n ° cmo:ai V E oZ o w ru 02 2 Ui412 m' K LFS 3 wem im, rc FL-15000.4 n a 7 or 12 MASONRY 2X 4" 4- 1----J j s8 ll TYP. HEAD II & JAMBS I! II ll I I MULLION11SHOWN FOR i REFERENCE I ll II I! II U i) I IASTRAGAL 11SHOWNFOR REFERENCE !) 1! II MULLION-- ! SHOWN FOR )I REFERENCE li I! 11 II 1! DOUBT F DOOR W/inci T c B K AN HORIN MASONRY OPENING CONCRETE ANCHOR NOTES: 2X BUCK- 1. Concrete anchor locations at the comets may adjusted to maintainedgedistancetomortarjoints, the tntn. a n 2 Concrete anchor locations noted as MAX. ON CENTER" must be adjusted tomaintainthemin. edge distance to morlar joints, additional concrete anchors8mayber ,C1 to ensure the. -MAX. ON CENTER"dimension ore not exceeded. 3. Concete anchor table: Amu1 1/a" 7APCONe " s" 4" @@ ELCO ULTRACON 1/4- 1-1/4" T" 4 II )! II 11 38 I! II TYP. HEAD 11 JAMBS 1) 1! li I II MULLION I ) 1! SHOWN FOR )) II REFERENCE )1 1! 1 I! i 1 MULLION 1 11 1 SHOWNJOWN FOR 11 11 REFERENCE O it )! II li ll Il 48R" k1glenwi0flifulI: MASONRY OPENING 2X 44+f B. 38 9 TYP. HEAD JAMBS 1i `'ASTRAGAL SHOWN FOR REFERENCE I u U I) 0 2 M TjNO 4 a O 4K P1 V Z w 2 O j 9 z z u TF.02 24 12 i N.T.S. 9 m' JK m' rc• ' LFS 3 wort No.: FL-15000.4 ro 0 IT 8 or 12 N 0 1— 3' MASONRY OPENING FRAME-1 iv 2X BUCK- SEE DETAIL VIEW -B-:Q 13' 1 1 'A' QQLIBLE DOOR WZSIDELI CLONCRCH OR NOTES: Concreteat the corners may be adjusted to maintain the min. edgedistancetomortarloints. Z Concrete anchor locations noted as "MAx. ON CENTER"must be adjusted to maintain the m1n, edge distance to morforMnis, additional concrete anchors may be required to ensure the WAX 014 CENTER"d1menslon are not exceeded. 3. Concrete anchor table: AUNC- f- ITW TAFCONG 1/4' 2" 4' ffw- 3" I-ilr TAPCON' I A 1. Maintain amin i 5/lr —edge distance, I"end distance, & l"o,c. spacing of woodscrewstopreventthesplittingofwood. THESE ( 2) ANCHORS REQ* D ONLY WHEN DP > pSF 701 A, to 0 t47MASONRYZ 0 0 00 V 40 - Z' W/2X BUCK 0 IE. . OPENING INSTALLATION C W/ ix BUCK INsTALLATioN L! FRAME—, 7YP. HEAD0 & JAMBS 0 BUCK t Iz 2X BUCK SEE DETAIL Typ. SEE DETAI A Z. 4" 5 TV. SILL (3ca ca C' SINGLE DOOR IT c 13 49 30 3 W/ 2X BUCK 13 0 31 13 INSTALLATION31 W/ 1X BUCK 45 INSTALLATION DETAIL " J DETAIL "2" ASTRAGAL & SURFACE BOLT STRIKE PLATES 0 HEAD 13 31 31 13 30 300t: DETAIL DETAIL " 4 SURFACE BOLT STRIKE. PLATE 0 THRESHOLD 9 1 1 Td 145 0 DAM 02/24/12 504- t N.T.S. DM on S FLf- 15; .4 5HFm 9 or 12 SEE DETAIL "2" 1J W/2x BUCK MASONRY INSTALLATION OPENING W/iX BUCK J!7 INSTALLATION TYP. HEAD & t,10 JAMBS O FRAME tv 2X BUCK SEE 14 TYP. SILL DETAIL "1 " SE — DEFAIL "3" Ll f. I 1 i t 1 VIEW ,.8»—..B» DOUBLE DOOR CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjolnts, additional concrete anchors may "MAXberequiredtoensuretheONCENTER" dimension are not exceeded. 3. Concrete anchor table: iiNS:+N.:Si: } fiy:p:c:pc•'"`i ti^:..... ::.;a:.:.•:cx 1TW e 7APCON 1 4" J4" 2" 4" 1TW TAPCON® wnnn crocw 3/ 18" u 1- 1J4" 3" 1.1J2" 1. Malnidn a mintmvrn 5/8" edge distance, 1"end distance, & I" o•c, spacing.of wood screws to prevent the splitting of wood. DETAIL to a; 1 J W/2X BUCK INSTALLATION J9 W/1X BUCK MASONRY INSTALLATION OPENING TYP. HEAD k JAMBS FRAME — 2X BUCK SEE 4 O DETAIL 5" i4 TYP, SILL wEW--= c"-IC" C" A» SINGLE DOOR ' W/ 2X BUCK JIN 1X BUCK INSTALLATION STALLATION 73 W/1X BUINSTALLAT/2X BUCKSTALLATION13 10 DETAIL - 3 DETAIL " " W/ iX BUCK 50 INSTALLA17ON BW/ 2XLICK73 INSTALLATION DETAIL " 4" z n ll1 1111 zo1D Es V 2 O M 9 Vi 14 o S 9EE Z 0 3a t Em NEW MI DETAIL "2" ASTRAGAL & SURFACE SOLT f STRIKE PLATES0HEAD4I w 3t 31 ^ o R o _ o 0 2 U unrr, 02 24 12 °z 30 t 30 N. T.S. ° 3 DETAIL " 1" - DW(L BY., JK m SURFACE BOLT STRIKE PLATE anc Irf: LFS ? 0 THRESHOLD DA/"N01m FL- 15000, 4 0 s+en _ 10 or 12 24 ASTRAGAL DETAIL NOTE: 1. THE ASTRAGAL DOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. 1- I SEE NOTE 1 5.•• U •: a " S Q r maa c° E o= m N.T.S. z sr. JK er LFS sww° tal FL-15000.4 r 1 i or 12 dz rJ Lem DESCRIPTION M°10" FIBER CLASSIC (FC) PANEL SKIN 0.11' MIN. TFIL FIBERGLASS BY FIBERGLASS 1 THEREN-TR{1 wffh yWd sU-gffi Fy(min.)-6,000 PM SMOOTH STAR SS SASH 8 PANEL SKIN O.D7 MIA. TNK FIBERGLASS FIBERGLASS 1A BY RTERMA-TR U w11h W,4d s F nim, 6,000 2 FC TOP RAIL WOOD COMPOSITE 3 FC LATCH STILE WOOD COMI OSTTE 4 FC Uri a SME PONDEROSA PINE, SG=0.43 WOOD 5 FC BOTTOM RAIL wow COMPOSITE b POLYUREOLMIE FOAM FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP LAM 8 LOW REACH fAMPR£SSNk1 WEATHERSTRIP FOAM 9 4 x 4 HINGE .097 TIT(. STEEL 10 10 x J 4' LG. PFH WOOD SCREW STEEL. MiASBNRY - 31OBB PSI MIN. CONCRETE CONFORMING TO ACI CONCRLIE 11 JOI OR HOLLOW BLOCK CONFORMING TO ASTM C90 12 10 x 2' LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2 LG. PFH WOOD SCREW SiEfL 14 1 4 x 1-1 4 RW PFH CONCRETE SCREW STEEL 15 SIDEUTE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x BUCK SG >- 0.55 wow 17 MAIL 14 SHIM 97M WOOD T8 KWIKSET PASSAGE LOCK - SIGNATURE SERIES 19 SELF ADJUSTING 04SWM SADDLE ItILE5HOL0 ALU14 ZO HEADER PONDEROSA PW& 5G=0.43 WOOD 21 STRIKE JAM18 PONDEROSA PILE SG=QAll WOOD 22 HINGE AMW PONDEROSA PK SG-0,43 WOE 3 K4NKSET BOLT - OrMA71W SERIES 78O 24 MIRRICANE ASTRAGAL STEEL 24A 24B A5MAGAI BOLT ASTRAGAL FLUSH BOLT RETAINER ALlrrM6I/M 16 1X BUCK SO >- 0.55 IWD STEEL 27 10 x 1-1 2 LG. PAME&D SHEET METAL SCREW 28 INSWING DOOR BOTTOM SWEEP Vlif'L 19 6-18 x 1-3 4 PHILLIPS FLATHEAD SCREW fT ITEM 33 SIELi 30 SURFACE BOLT STRIKE PLATE 51FEL J1 10 x 2-1 Z PHI.LI'S FL47T#AD WOOD SCREW 32 1 8 TTIL CEL..L1JA/i GLAZING TAPE STIK-I TAPE)- 33 PLASM IF UIE FRAME (PAC) J4 PLASTIC LIP LITE FRAME SMC SMC 35 BLANK ,NMB PONDEROSA PIN& SG=0,43 WOOD 36 SIDELIIE SIDE STLE PORNDEROSM PIN& SG-0.431 WOOD 37 f 10 x 1-3 4' LG. PFH WOOD SCREW STEEL 38 1 4 x 2-3 4" PFH ELCO OR RW CONCRETE SCREW SUL 39 1 4 x 3-3 4 TV PFH CONCRETE SCREW STEEL 40 SUM CAULK DON' 795 SILICONE 41 8-10 x 1 1 Z' PLASGREW jFoR ITEM 34 STEEL 4Z SIDEUTE TOP k BOTTOM RAIL PONDEROSA PINE SG=0.43 WOOD 43 8 x 2" LG. PFH MAP SCREW STEEL 44 3 8 x J 8 QUARTER ROUND FINGER JOINTED FINE WOOD xm 45 ' 1' L x .040" IAA. GRAD 11IM NAIL STEEL 46 IVES E BOAT 454 .25 STEEL 47 1 4-BOLT W 14-ZU FEMME END STEEL 48 3 16i 4 RM9 PFH CONCRETE SCREW Sim 49 ASTRRIKE PLATE x3- 114' STEEL 50 1 4' OW PFH CONCRETE SCREW STEEL 5d SS T. WDpO COMPOSITE 55 SS LATCH SiA£ WOOD COMPOSITE 56 55 HI1G£ STJ.E PONDEROSA PINE, SG=0.43 WOBO 51 1 SS BOTTOM RA11 W{ TBO COMPOSITE 6. 000' r-- Q 46 SURFACE BOLT FIVES 25" STEEL) m21 Y'!ODf[i KqFINGER JOINTED PONDEROSA PINE, SG=0.43 5.75CP t r' r:r u tit N' o U'},• yam' dm i UIi11Il11 a ow U •• v Z Q O U o n 8 c Oc a N OL Y man. W Y 1,875 ---- c FFz L 3p SU+ 9F&CE BOLT STRIKE PLATE f 125" STEEL) o M a m_ 00 Tr 1, 42( P 28 INSWING DOOR BOTTOM SWEEP VINYL .080" MAX. WALL, 035" MIN. WALL 2.)41'-- j o F L u Q q M0224 INSWING SIOELITEBOTTOMB000, 09" EXTRUDEDVINYLWALLz 3/2/2018 Florida Building Code Online d Regulation BCIS Home ( Log In user Registration j Hot Topics i Submit Surcharge I Stats & Facts j Publications I F8C Staff I BCIS Site Map ( Links i Search FI rida Product ApprovalDprUSER: Public Userdnyrtc'b.. ; Produ!3 Abaroval Menu > Product or gppJicatidn Search > Application List Search Criteria Code Version 2017 FL# 14634 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FLA T_yn - - - Manufacturer MAMMARYdBY. 5tatus FL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Approved by DBPK. Approvals Dy UUM snap De reweweu anu rauncu uy Unc rum auuiui uic ......... - a u ..Gaaa., Contact Us :: 2601 Blair Stone Raad Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Sgpyright 2007-2013 State of Florida.:: Aggessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: Credit Card Safe hftps://floridabuilding.org/pr/pr_app_lst.aspx 1 /1 3/2/2018 Florida Building Code Online MCI BCIS Home I Log In I User Registration 1 Hot Topics 1 Submit Surcharge I Slats & Facts I Publications I FBC Staff I BCIS Site Map Links i Search F1 lid Product Approvaldrb., o V USER: Public User erA4UgLftpr9yal Menu > Product or ARWja#qQaatftr-rh- APPJS'ktiQnUst > Application Detail FL # FL14634-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Luanne Harris luanne. harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE- 73778 12/ 31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL1463 _ R3_COI—COI PLY GEM S5.2015-02-19.pdf Standard year AAMA/ NWWDA 101/I.S.2 1997 ASTM E 330 2002 V I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https: llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw`/*3d`/`3d 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A FL14634_93_QQC_ A14 4 pyif Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2017 C-" of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Installation Instructions FL14 4_R3_II_PGW063 SS 20 5-01=02.pd Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25/-50 Evaluation Reports FL14634_U_M_PER3054 SS 2015 01 Q2 pdfOther: Without sill riser Created by Independent Third Party: Yes f1434.2fff jBuilder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use In HVHZ: No Installation Instructions FLl 634_i33_II_PQW063 S 015-01 02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports FL146 4_U_AE_PE93Q54 SS 2015 01-02 pdfOther: With sill riser Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions F 146 4_U_[I_P!5W064 SS 2015-01-02 pdApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports 2015 01-pLLfOther: Non -reinforced. See installation detail for available ELJA§ 4_i3_A_PEnR3055$ sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634_U_II_PGWQ65_SS 2015-01-02 pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports SS 2Q] 5 01 O p 1_fOther: Reinforced. See installation detail for available sizes FL14634_Q_A__PER3056 and configurations. Created by Independent Third Party: Yes Contact Us :: 2601 BlI& Stone Road,, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. ggpyht 2007-2013 State of Florida :: Privacy Statement :: Arc s ili 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 personaladdress, 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: eChec Credit Card Safe hffnc•Nflnririahnilrlinn. era/or/Dr aDD dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 2/3 3/2/2018 Florida Building Code Online https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d°/`3d 3/3 INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION, 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH Of THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES).' TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE N11 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH iX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH £LCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 112 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 10, 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 BY THE ANCHOR MANUFACTURER. 11, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55, S. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ, AAMAINWWDA 1OIA7 5.2 - 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS )WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONSFOR A SPECIFIC SITE. If SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT- S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS Of ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL RTABLENTENTSSHEETREVISIONEETDESCRIPTION I AATION d GENERAL NOTES 2 _ION d ANCHOR LAYOUT 3 _ERTICAL SECTIONS A _ SECTIONS d 6LAZIN6 DETAIL 001 Pay GEC1NINDO'O 433 N, MAIN ST.. PO BOX 559. ROCXY MOUNT, YA 24151 PFE 540-494-6343 M. 545-484-6683 N Vn'£ N o& mL'I Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01,02 13:02:52-05'00' DESIGN PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MI551LE IMPACT RATING 96" X 96" W/O SILL 125/-50 PSF NOT RATED RISER 96" X 96" W/ SILL ,50/-50 PSF NOT RATED RISER 02 d > LU m 14 ¢ F Q *'? V)z Uz DwG #: P&W063 SHEET: 1 OF 4 F ELEVATION 00" MAX. FROM CORNERS TYP. 20,75" MA: O.C. TYP. 20.MAX. T O.C..C. TYP ANCHOR LAYOUT 6.00" MAX. FROM CORNERS TYP. INSTALLATION ANCHOR 1 PLy GEt 433 R MAIN 5T„ PO BOX 559, QOC%Y MOUNT, VA 24151 PH: 540-4844348 FX: 540-4844883 LLDV) U) mm V) O q u m N Z m H m Cc ¢ m 0 L: r ~ H O m i cc , p M Zh S= uZ 00 o u In OWG #: PGW063 SHEET: % OF 4 2 in" MIN. EDGE DISTANCE PLY.-IGEM CONCRETE/MASONRY 1/4" ELCO TAPCON BY OTHERS r433 9 MAIN ST- PO IM 559, AoCp)AaMTVA24151t INSTALLATION ANCHOR 2 1/2" MIN, EMBEDMENT CAULK BETWEEN PR. 54OA94-6344 FX: 540A34.6653 CONCRETE/MASONRY Ix WOOD DUCK BY OTHERS 1/4" MAX. P n SHIM SPACE u lt EXTERIOR FINISH z 0, BY OTHERS z: vi PERIMETER CAULK 3/4" MIN. EDGE V) U 'o m uj m By OTHERS 12 WOOD SCREW DISTANCE Ix WOOD DUCK INSTALLATION ANCHOR m w" Z BY OTHERS 8d ROOFING NAIL ----------- T,-.\,::: 2X WOOD FRAME ot 13 w z O.A. DOOR HEIGHT SEE GLAZING INSTALLATION ANCHOR I 7 V4*1 BY OTHERS y n ;4 c => DETAIL I INTERIOR (OPTIONAL) CAULK BETWEEN I I/V MIN. Luc/. EXTERIOR FIN & 2X WOOD STUD EMBEDMENT BY OTHERS CAULK BEHIND 1/4" MAX. SHIM SPACEFLASHING &OVER B VERTICAL SECTION NAILS BY OTHERS 3 HEAD-CONCRETE/MASONRY EXTERIOR FINISH U-) BY OTHERS z PERIMETER CAULK 0BYOTHERSHO.A. DOOR HEIGHT z V) EXTERIOR INTERIOR INTERIOR Lu V) EXTERIOR SEE GLAZING Lu jy DETAIL I DOOR HEIGHT SEE GLAZING UNTIALSECTIONVER'I LE DETAILI PERIMETER CAULK L BY OTHERS E c; PERIMETER CAULK BY OTHERS 2 1/2" MIN. CONCRETE/MASONRY EMBEDMENT BY OTHERS 4., 1 4 U) 1/4" ELCO TAPCON INSTALLATION ANCHOR 2 1/2- MIN. EDGE DISTANCE Z c; N4 T < u Z VERTICAL SECTION DWG #: PGW063 SHEET: 3 OF 4 1 1/2" MIN• EMBEDMENT 1/4" MAX. SHIM SPACE 312 WOOD SCREW INSTALLATION ANCHOR r:?',' " J,' ems.• 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS' 8d ROOFING NAIL INSTALLATION ANCHOR' OPTIONAL) CAULK BETWEEN FIN d 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS• CAULK BEHIND FLASHING A OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL E HORIZONTAL SECTION JAMB • 2X WOOD FRAME HORIZONTAL SECTION INTERLOCK OR u 1/4"MAX . PLY SHIM SPACEVYli ii7l'1'Y+'$ 2 1/2" MIN, 433 N. RUIN ST., PO BOX 559. ROCKY MOUNT, YA 24151 EMBEDMENT 2 1/2' MIN, EDGE PM 540-444-6349 fl , 540-4B4-4653 t,•4 DISTANCE n A z#`p 4 m w 4L CONCRETE/MA50NRY ti3 1O _ zBYOTHERS m A 1/4" ELCO TAPCON A Z $, INSTALLATION ANCHOR i44 Luo o t o Z mwo a CAULK BETWEEN 1X WOOD BUCK d comic 4e rn CONCRETE/MASONRY BY OTHERS r '' EXTERIOR FINISH BY OTHERS A m PERIMETER CAULK BY OTHERS 7SEEGLAZINGDETAIL O.A. DOOR WIDTH Z HORIZONTAL SECTION JAMB •MASONRY/CONCRETE Lu w A 5/8" O.A. INSULATED GLASS Z 1.111,1111, EXTERIOR INTERIOR OASSr BITE U5 •, ` r m m a NOTE: Z _ Z GL4ZINGDETAILI GLASSTHICKNE55AND TYPE At o SHALL COMPLY WITH ASTM E 1300 1 DWG #: REQUIREMENT GLASS CHARTS. P L Y Y 0 6 SHEET: 4 OF 4 3/2/2018 Florida Building Code Online s I{ a 4 • 1 iiZ ,.1 SCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts i Publications I FBC Staff I BCIS Site Map I Links Search FI lida d Product ApprovalblicUser Product AWLrgv isMenu > pSgQuct or Aoply g gn S yc_„yt > Application List Search Criteria Refine Search Code Version 2017 FL# 9174 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL 7GQ1411 RGiHILa ins manufacturer V2tiSlak"y. Status FL9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Jeffrey P. Arneson, P.E. 904) 821-5200 Approved History Subcategory: Sectional Exterior Door Assemblies Approved by utsrn. Approva[Soy unrn snau uc icvtcwcu a- -- ..T . ,......,,.,.,, .,. ....... Conjaa Us :: 2,6p1 Blair Stong_Road, aUAbajsee FL 12,M Phone• 850-487-1824 The State of Florida is an AA/EEO employer. go,pyright 20Q7-201 State of Florida :: Priya faaMmen :: Accessibility Statement :: Refund Sta&gment Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click Here . Product Approval Accepts. F" i Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx 1 /1 3/2/2018 Florida Building Code Online n IPF Professional Re E ! BCIS Home Log In User Registration ( Hot Topics 1 Submit Surcharge Stats & Facts j Publications ( FBC Staff BCIS Site Map Links I Search Ma Product Approval USER: Public User 61 Product ARaroval Menu > Product or Application Search > gpolication List > Application Detail FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc, - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. 1 Validation Checklist - Hardcopy Received Certificate of Independence FL9174_R12_CO _Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL 174_R1_Eg I Iv_WD2017-OO1R2 Eval{1@Sign f;eRort FL 9174.PDF Sections from the Code https:!/floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqufl l JRfWxf6u7ojnl OheH%2bKagdfe2PanfKY7e2Oj77uQ°/Q3d%a3d 1 /5 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/ 11/2017 01/02/2018 01/02/2018 02/13/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26,90/-30.80 Other: Installation Instructions FL974_f312_II_Q.28 318958 P8_S pdf F _II_4742_P=_£psk p m n _Chart_t9Pdf FL9174_R12_II_ 2 4620_P16 ]am _ onnection_%ipp_sigatdp-df Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports L 4_W_a_WD 017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 15120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL 74 RI2_II_93`3$ _& FL917_R12_II_307494 1I_ ra k_S5i pp m n Chart i ned.odf FL9174_R12_II_324 20_Pl6 am _Connection_Sp_signg_d pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI A _WD20 7-001R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43,20/-49.60 Other: Installation Instructions FL9174_Rj2_U_1323Q-318960-P 10_5 p0f FL2174_Rl2_U_34Z49 _P1j_T.lsl_Qk_5ldpWgMgM_Qhkq_agO d,.Pd FL9174_R12_II_32462o_P16 Jorn _Connectign_S-P_sig09dPdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174U22_AE_Wj22017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL 7 _R1? II_Z31-3,18996-P6_5,,pdf FL9174_ W_lf_30749 _P11_Trac _ Rp1 S_Chart_iigned - Pdf FL9174_ RI2_Ij_ Q_P16 Jamb_Conngetion $ipp_igng J?J— Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL_ Rj2_Ag_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL 174_R 12_II_0234 31902 PP6_S.pdf 3Q744_ _ U&k_:z.4l.P_p1. t_Cb .1#_ 94 A FL 917 _ W_i3_3 47 62Q_P1 _Connection _Supi p_SigPedp f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_ AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. httnr//flnririahtiiiriinn nrn/nr/nr Ann dtl.asox?naram=wGEVXQwtDoufl1JRfWxf6u7oin10heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 2/5 3/2/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL2174_9-12_U_OZ25z312 1:?Z_Ud-f FL2174_ _T -P = C - RR mgR>- ' -!g Pd FL9174_R12_II_319Q4 _P1 Post Istall_Instru tions_igned pdf FL 174_R62_IT_ 24 _P16 Jamb-Connegtion aWgp_siga0-Pj f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL 74 gj2_AE_WD2Q17-001R2 Evaluation Repe_rt - FL 9174 PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_312_11_0333-318-P6_S.,.Rdf Fl 7 _RI2_U_30749 _ 11_Track_5m m n -Chart tgnAA& f FL917_W_Ll_324624_P16 Jam _Cg0nectio0_5iW_tgna 1 p&f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_U2__M_WD20I7-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL917 R12 U_0233-31900Q-P6_SpW FL9174 R1_2_II_ 74 _P11_Track_$ii _pigment__a9€R FL9174_RI2_U_ 4_P6 Jam _C nnnnectiQ _aURp_signed,p-d-f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_?__WD2017-0QIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Installation Instructions FL917_313_t3_07 ¢ 319024-P7_ p f FL917 _Rj2_U_2g2.4.4.A_P1-T..rac -5SIP_ QbAq-aigned Rdf FFL9174__Li_ Q4Q_P1 Pggt Istall_InstLuctions_sqg -df FL9174_R2_11_3245.ZQf m-Qonneu1jon-SuPP_ti9{9p-df Verified By: Gordon Thomas P.E, FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL 174_R12_Ag_WD2017-0Q1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39,20/-43.70 Other: Installation Instructions FL9174_R U_I,1_Q237-319025-P7_ R t FL 174_R12_ _ 074 4=P11_Track_ ippl m n _Chart_signg pif F 9_ 12_U_ 4 _P1 Post Istali_Instructions_signgd.pdf FL9174 312_U_ 2Q-PI6 ]am -Gonna tcion_5SMR-9gf1eR9Lf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_A_WD2017-0Q1R2 Evaluation Report- FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 0600 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_R12_II_0600-319026-P5_Spdf FL9174_g12__307494_Pll_Track_Sip le ent_chart si9n d R I f FL9174_ 1 2_1I_ 2Q_marl b_Connegxip—n_Sup_p_igped.pdf Verified By: Gordon Thomas P,E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_AE_WD2017-QQ1R2 Ev@luatign Report - FL, 9174.PDF Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/960Q 0601 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174_RI2_11_0601-319027-PS_S p-_f LL9174_R12 307494_P11_Trac _Supplement_Chart_sign, ed.pdf nri acn?naram_Urt;FvYOwrnrnifll,IRfWxf6u7oini0heH%2bKaodfe2PanfKY7e2O77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FFL4,174__RI _II_ 24 _P amb_Connection_SSupp_signe .pcJP Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_8EE_WD2017-Q01R2 Evaluation Rrt - FL 9174.PDF Created by Independent Third Party: Yes 9174. 13 I5120/5140/6100/9100/9400/9600 0602 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174. 14 i5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174. 15 I5120/5140/6100/9100/9400/9600 0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174. 16 5120/5140/6100/9100/9400/9600 0605 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174. 17 5120/5140/6100/9100/9400/9600 0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door, 9174, 18 5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL97 _ R1__0602 3 Q P6_SR FL9174_ RIZ_U-30749 _EU Trac -Su AP-_;i19P,gp& F_ L9174...R.I2_U_ 24 _pl6jamt2_ConneSki.2_SQR..R_si9ned.pd Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports W_ a_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FFL9_ 17 _R12_U-0603-3,19029-P6_S.pdf FL9174 R1_II_30749 4_PP1_Track_Supp m n h ar _Ligned.Ddf FL917 _ g.12-U 32462_I?16Iam4_Connection_SLapp_s ned•Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RU_f3E_WII22017-Q01R Evaluation Report- FL 9174 PDF Created by Independent Third Party: Yes 16' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL 174_R12_II_0604-319030-P6_S pdf FL9174_ R12_II_307494 11_TT k=uR_R.Le.Mr_Chart_Ligne PSJf FL9177 _ B_12_II_ Q_P1 Post Istall_Instruction s_jone-Jpdf F„ L9174_R12_II_3246 P16jamb_Connection Supp_sigagd.P-df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _ RU_&E_WD2017 Q 1R valuation Reriort - FL 9174 PDF Created by Independent Third Party: Yes 18' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section, Installation Instructions FL9174_ R12_II_06Q5-P_SP& FL9174_ R12_II_307424P1_1_ r ck_ P_ m n __19 df FL 174_R12_II_324620_P,16 ]am b_C nn _Sup-P_s;gcfffned.P, Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_RJ2__ WD2017 QlR2 Evaluation R port - FL 9 71 4 PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174=2_ II_0606-312032-P7_S pdf FL 17 _ RI2_I_I_ 07494P ji_Tra _S.Slmp m n _Chart g-ng-(L-P-'-fFL9174_R12_ II_319 4 _Pj Post Istall_Instru tions_sgned.pdf FL9174_R12_ II_3246 _P16 mb_Connection Supp_signned df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _U2_ a_WD2017-001R2 Evaluation Report - FL 71 4 PDFCreatedby Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174=2_ II_0609-31903-P6_Spdf FL9174 2_ II_¢7494_Tra _S4RPI m n_Li91€12Gf FL917 R12_ LI 31904 _P1 Post Istall_Instructi nns_igned.pdf F4 74_ R12_II_324620 1 mb_Connectian_5yipp_Signed,pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes ati .env") naram=%eir:F\/X(lwfllniifl1.IRfWxffiu7oini0heH%2bKaadfe2PanfKY7e2Oi77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online Evaluation Reports FL9174_R12_a_WD 7-QOlR2 Ev5jlWggion Report- FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL9174_R1?_II_0608-319034-P5_5,p-f FL9174_fRI2_II_30749 P11_Track_ ip I m n _Chart_signgd.pdf FL9174_g12_II_ 2462Q_P1 jam Connection Supp_aigngd• -. f Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_312_a_WD20j7-001R2 Evaluatign Report - FL 9174.PDF door, Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25,90/-28,80 FL917 —R12_II_0607-31g033-P6_5,Rdf FL9174_gt2,_II_307494_dl_Track_ 4Rp _ChAl _ 9rt P f FL 74_i ]3 Z—U-32462 _P16 jam _CAnnection %pp_jjgned•p!fff Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_I12_—WD2017-001R2 Evaluatign Report - FL 9174 PDF Created by Independent Third Party: Yesdoor. Back tdext Contact U :: 2601 Blair Stone Road, Tallahassee EL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CopyyLight 7-20 3 State of Florida, :: Privacy St ment :: Accessibility,Statement :: Refund Statgment Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: R:-: ® Credit Card Safe https://floridabuilding.org/pr/pr_app_dti,aspx?param=wGEVXQwtDqufll JRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 5/5 REVISIONS UL 3DORT GLAZED PANEL OPTION - .090' MINIMUM I GLAZING IN MOLDED FRAMES SCREWED TOGETHER 13 GA HORIZ AN H A MINIMUM OF (6) #8x1' SCREWS INSTALLED IN OR INTERMEDIATE SECTION (WITH OR WITHOUT ATIVE INSERTS) MEETS UNIFORM STATIC DESIGN 13 GA FLAG AN EMMES SHOWN ON THIS DRAWING. GLAZING ALL HAVE A MAXIMUM HEIGHT OF 13.75" NO A XIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT 15 GA MIN HORIZ SISTNT AND DOES 1407 MEET THE REQUIREMENTS TRACK R WIND -BORN£ DEBRIS REGIONS. 5/18xl-5/8' LONG GLAZED PANEL OPTION- NOT AVAILABLE LAG SCREWS MIN 3 TH THIS (ONION CODE. SHOWN) VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 16 GA MIN VERT 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF TRACK NELS MINIMUM 7/16' TO MEET NEGATIVE 2ESSURES. 5/16x1-5/8" LA LOOK, SLIDE LOCKS. OR OPERATOR REQUIRED. SCREWATKEYBRICK£ CCNSIRUCTED WIT}i FOAMED IN FOAM 1NSULA7iON IXiEMICALLY1/4-20x9/1bCKMISINIMUMFACERSiEE1ANDABOLTomwmwAND1/4-20 HEX GA STEEL BACKER. END CAP NUT AT EACH JB JAC O HAVE A MINIMUM 1.4" DEPTH. BRACKET LOCATION THE DESIOH OF THE SUPPORTING STRUCTURALSHALLBETHERESPONSIBILITYOfTHELEMENTS ROFESSIONAL OF RECORD FOR THE BUING ORCURRENTiTRUCTUREANDINACCORDANCEWITHILD WILDING CODES FOR THE LOADS LISTED ON THIS RAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL 3RADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING 15 GA STIFFEN JAMB BRACKETS STRUCTURE. SEE SCHELDIA.E FOR 8. LOUVER OPTION - .040" MINIMUM LOUVERS INAND QUANITY, LOCATION, TYPE MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF {6) ISx1" SCREWS INSTALLED IN THE BOTTOMLOUVERSARENOTIMPACTRESISTANTNDSECON. NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES KEY LOOK OR SLIDE BOTH ENDS (NOT REQUIRED WITH OPFIiATOT - SEE NOTE OPERATOR STILE TO BE FACTORY INSTALLED AT THE 4)£ LQQC SHOWN FOR CENTERLINE THE COWL. CLARLTY UQ[E:- (4) SECTION SOLD DOOR SHOWN. SEE MEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZINGOPTIONS. SUPERIMPOSED DESIGN PRESSURE DOOR I FOOR , UNIFORM LOAD EACH JAMB (PUF) N E. SCATES, PE 3121 FNRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 55308/1'2203 VERIFICATION OF "NMOAD CONSTRUCTION DETAILS EQUAL TO l2 -U . FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT, FOLLOWING DIMENSION DENOTES (RACK INSTALL JAMS BRACKET INSTALLED IN BUTTERFLY SLOT, NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WITH HIGH LET, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUiR USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR AVPROVEU SIZESSTATICPRESSURERATINGS Wagne DESiGN (PSF): +25.90/-28.80 MAX WIDTH; 1 . TEST (PSF): +38.85/-43.20 MAX HEIGHT: B-9" 13mton IMPACT/CYCLIC RATED (YES/NO): NU MAX SECTION HEIGHT: 21' MODELS 5140/94400/9600 FLOID°A322514--",1 WINDLOAD SPECIFICATION OPTION CODE 0607 UCNRE AND RiFIED NUMBER OF TENERS AND CENTER DES REQUIRED FOR ROWER DOOR WIDTHS. 3 5/10/06 MODIFIED NOTE 8 TO WTE THAT LOUVERS NOT IMPACT a STANT. T 5/5/07 MODIFIED JAMB ACKET SCHEDULE FOR T OPTION. ADDED LHR ACK DETAIL SHEET 2. IT 4/17/08 ADDED TEXAS LICENSE METER TO TITLE B LOCK. 1ANGED LOUVER NOTE. CREASED MAX HEIGHT V-9". ADDED HIGH FT AND ROOF PITCH 2ACK NOTE, RT 4/29/09 5 UPDATED TITLE BLOCK RT 5/4/10 N.T.S. 3/8/OB 1 GRT EDT{/5/DN MRB SHEET 1 OF 2 DRAWING PART NO. REV. 319033 IP5 REVISIONS PLAN U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE A ADJUSTABLE TOP WITH THE (6) PRE-PuHcmED TOP FIXTURE LIRE ATTACHED 70 . - - HOLES EACH END FACING UPWARDPUNCHEDHOLESANDATTACHTHRUENDCAPAT / 10TTOM (X• V-BAR EACH END WITH (2) 1/4-14x7/8' • R (Z) 1 SCREWS SELF DRILLING CRIMPVIE SCREWS APTITE SCREWS FOR STANDARD TRACK AND (3) 1/4-14x7/8" SELF DRILLING 0 CRIMPTITE SCREWS FOR LOW 0' HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). LOW HEADROOM TRACKDETAILADJAtA GA ROLLER SLIDE ATTACHED TO TE-PUNCHED HOLES IN TOP OF U-BAR TITE SCREWS. PTO pLACE U-BAR OVER INTEGRAL RIB VAT" 8) pRE-PUNCHED HOLES EACH END ENDTHNE)WWG HTOL£ SN+ ENSURE F G UPWARD AND ATTACH T"RU 10PFJ2 ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS EXS,FPTION: U-BAR PLACED OVER TOP i GA HINGE ATTACHED RIB ON THE BOTTOM SECTION MALL ONLY EACHiG (4) 1/4-14x5/8' R1MPTITE SCREWS (2 OFRIMP BE ATTACHED THRU END CM AT END WITH (1) 1/4-14x7/8" SELF DRILLING SCREW LOCATED ON THEAREFACTORYHICHCRIMPTITE TTACHED) - BOTTOM FLANGE OF THE U-BAR NOTE, DUE TO CLEARANCES REQUIRED TO INSTALL SCREWS AT THE ENDS OF THE NYLON STORMGARD 0• U-BARS, ALL U-BARS SHALL BE OVER WTH 1/2" STEM INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SLIDES AND TOPDETAILBFIXTUREONTHEU-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. LACE U-BAR OVER 8 GA HINGE ATTACHED INTEGRAL RIB AND ATTACH MTH (6) 1/4-20x5/8" WITH (2) 1/4-2Ox5/8' n fE SCREWS THRU2iMPi1TESCREWS (2 OF WHICH ARE FACTORY CRIMP PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH ARE FIELD INSTALLED INTO EACH INTERMEDIATE HINGE LDCAl10N (I THRU FLANGE TOP LEAF, AND 1 OF WHICH IS FIELD INSTALLED HOFINGE R ANDANDBOTTOM ITHRUTHRU ARE -PUNCHED HOLE IN U-BAR) DETAIL WEB OF U-8AR AND INTEGRAL RIB OF SECTION) Q 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH • 0 LACE U-BAR OVER INTEGRAL RIB WITH 3) 1/4-14x5/8' NOTCH DOWN TO CLEAR BOTTOM CRIAPTITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WTH (1) 1/4-14x7/8" SELF DRiLUNG CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW ACROSS 114E BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-204/B" cRIMPTITE SCREW AT ALL OTHER PRE - PUNCHED HOLE LOCATIONS. CNN E. SCATS& PE 3121 FAIRGATE DR. CARRAILTON, Tx 75007 FL PE 51737 TX PE 55308/1'2203 PROFESSION& ENGINEER'S SEAL PRONDED ONLY F- VERMATM OF 9AWMAD CONSTRUCTION DETAILS. Afagne® 11Mto 1 ON DOORS 3% 18 GA. BARS OVERRIBS AS 4) SECTION DOORS WITH ( 5) 3 , 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN —\ U RAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBSANDATTACHEDTHRUPRE -PUNCHED HOLES WITH ( 2) 1/4-105/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4-140/8" SELFORN_UNG CRIMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) 1/4-144/8" CRIMPTITESCREWSAPPROXIMATELYMIDWAYBETWEENENDOFDOORANDINTERMEDIATEHINGELOCATION,. AND ( 1) 1/4-14x5/8' CRIMPTITE SCREW APPROXIMATELY 8 FROM EACH END, FOR DOOR WIDTHS GREATER THAN 12'-O% THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT 80 U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (IS) SCREWS EACH, FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (IS) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2 WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLESINTHETOPOFEACHENDUSEDFORATTACHMENT OF THE ROLLER SUES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END TOPAND DUNLESSNOTED O7THENT OF E FOR THEOTHERWISEON THIS .FIXTURE SPECIFICATION ORAVANG, ALL PRE -PUNCHED HOLES IN ALL. U-BARS SHALL BE ATTACHED TO THE DOOR WTH 1/ 4-14x5/8' CRIMPTITE SCREWS- 3, 18 GA U-BARS SHALL BE STAMPED "48' APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SG. SIGN (PSF): + 25.90/-28.80 MAX WIDTH: 16'-0" ST (PSF): + 38.85/-43.20 MAX HEIGHT: 5-9 OR DR PACT/CYCLIC RATED {YES/NO): NO MAX SECTION HEIGHT: 21 CH MODELS 5140/ 9400/9600 ASI. OF OVEiiNEADDUL6i i 339 FL'N DRIVE ws WINDLOAD SPECIFICATION OPTION CODE 0607 F1ED NUMBER OF NERS AND CENTER S REQUIRED FOR OWER DOOR MOTHS, 5/10/O6 immn NOTE 8 TO NOT IMPACI 7STANT. f 6/ 6/ 07 ' MOOIFED JAMB ACKEI SCHEDULE FOR T OPTION. ADDED LHR ACK DETAIL SHEET 2 T 4/17/ 08 ADDED TEXAS LICENSE iMB£R To TITLE BLOCK. IANGEO LOUVER NOTE., CREASED MAX HEIGHT 8'-9". ADDED HIGH r'f AND ROOF PITCH LACK NOTE. RT 4/29/ 09 5 UPDATED TITLE BLOCK RT 5/4/ 10 4 GRT MRB SHEET 2 OF 2 DRAWING PART NO. REV. 319033 P5 PLICE PLATE LOCATION m SEE SCHEDULE H 14" MAX I 12" MAX 12" MAX CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE MAX T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. J" E. SLATES. PE 3727 FAtRGATR. AftRC1.LT' C1, TXE 7D5007 FL PE 01737 T% PE 563D6/f2203 PROFE&IMAL ENMHEER'S SEAL PROVIDED ONLY FORVERMATIONOFWWMDADCONSTRUCTIONDETAM 13 GA MIN CONTINUOL WALL ANG1 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE RSW 13 GA MIN CONTINUOUS WALL ANGLE RACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" +46.0 PSF -52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF 1 g'-0^ +46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART Wagneo Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS 2 INCH CK-CLIPS-TEXAS L ANGLE 12 FOOT ATEO 6/11/D3 UPDATED FORMAT, TEASED ALLOWABLE SSURES TO 3.00/-52.00 PSF FOR DOOR WIDTHS. 4NGED "TEXAS WALL LE" TO "CONTINUOUS LL ANGLE". ADDED 3STRATE MOUNTING TAIL. CHANGED TO EN HD ANCHORS T 4/2/07 CHANGED FORMAT. DED MODELS 9800 10 8024 WITH OVERLAY i TRACK CLIP HEDULE. IT 5/21/07 i UPDATED MODELS STED IN CHARTS. DATED SPLICE k CLIP CHEDULES. LP 9/06/07 5 UPDATE MOUNTING ETAIL DRAVANGS. RT 10/05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF NE 08 CLIP (REPLACED NTH #9 ACROSS THE 30ARO). LP 10/24/07 8 UPDATED STEEL MOUNTING DETAIL MRS 04/11/OB P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 UPDATED TITLE BLOCK GIRT 6/2/10 DATE NAME DRAWN 8/21/07 I GRT CHECKED 8/21/07 1 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 307494I P10 2 3/4" ±1" EDGE DIST E60XX MIN. 1 8 2-242-241/8 MIN 3/16" THICK STEEL FOR MOUNTING I/16" x 1-5/TWALL ANGLE AG SCREW O QUIVALENT I iIN 2 x 6 NOTRACK CLIP OR 3ETTER AT E1 4-20x9/16" 1OLE OR-PAITRACK BOLT AND 40LE LOCATI1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL; WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. a. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 9 e e ee Dd- ao a. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT TRACK CLIP JOHN E. SCATES, PE 3121 FAIROATE DR. CARROLLTON, TX 75007 FL PE 01737 TX PE M30E/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR YERF,CATKIN OF %1ND DAD CONSTRUCTION DETAILS. CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOOR HEIGHT CLIP #'S FROM 80TTOM TO TOP I SPLICE PLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-O" 7, 9, 9, 9, 9, 11, 11 16 9'-Q" 7, 9, 9, 9, 9, 11, 11, 11 18 10'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-Q" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12' - 0" 7. 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 1 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 1 22 14'-0" 7,9,9,9,9,11,11,11,13,13,13,13 i22 8000 8024 8100 81)4 8500 2" THICKCLIPSFROMBOTTOMTOTOP SPLICE PLATE # 6, WMODELS2006, 7, 7, 9 12 6, 6, 7, 7, 9, 9 12 6, 6, 7, 7, 9, 9, 9 14 10'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11, 0,, 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5,6.6.7.7,9,9,9,11,11,11,13,13 1 18 MODELS 6100 8300 870Q 1-3 8 TO 1-5 8 THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP PLATE 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4,4,4,4,5,6,6,7,7,9 10 12'-0" 1 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 4 , 4 , 4 , 4 , 5 , 6 , 6 , 7 , 7 , 9 , 9, 9 12 14'-0" 4,4,4,4,5,6,6,7,7,9,9,9,9 1Z 9100 9400 9600 9700 9800 1 THICK CLIP #'S FROM BOTTOM TO TOPPLATE LICE 4, WMODEL' S 4, 4, 4, 4 6 444 44, 4 6 4, 4, 4, 4, 4, 4, 4 5 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagner Mixon 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART P (50)A474°98032514 REVISIONS INCH K- CLIPS- TEXAS ANGLE 12 FDOT 4TED 5/11/ 03 PDATED FORMAT. EASED ALLOWABLE 5SURES TO 00/- 52.00 PSF FOR DOOR WIDTHS, NGED TEXAS WALL LE' TO 'CONTINUOUS L ANGLE'. ADDED STRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. ED MODELS 9800 8024 WITH OVERLAY TRACK CUP fEDULE. 8/21/ 07 UPDATED MODELS LED IN CHARTS. ATED SPLICE & CUP iEDULES. 9/05/ 07 10/05/07 UPDATED CHARTS TO IINATE THE USE OF 8 CUP (REPLACED 1 #9 ACROSS THE RD). 10/24/ 07 UPDATED STEEL WING DETAIL 3 04/11/ 08 EXPANDED 1-1/ 2' TO 5/8'• DOOR THICKNESS ART UP TO 14' HIGH. i 12/11/ 08 ADDED MODEL 8700. DATED TITLE BLOCK T 6/2/ 10 DATE SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 IP10 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet _TDS-1 61 may be used as an alternate to this document. Rev. PI 6 P/N 324620 SCHEDULEI 5/16" DIAMETER LAG SCREWS No.51737 ' %" 1 ter/ I p STAB OF J Qj •Z 18111110 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE, 2, PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16fU2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE, MOUNTINGIF N OF OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIREDSUPPORTSTRUCTURESHALLBETHESOLERESPONSIBILITYOFTHEBUILDING DESIGNER6. DESAND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. B. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 618.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.14$"x3 1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH AMINIMUMOFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 3, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 1 Eft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4, CHART IS BASED ON V-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3, 7, EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:58-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308IF2203 SCHEDULES 318"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMALVEIGHT CONCRETE No. 51737 -1 STATE OF A L a P,ORV SIOWL,%L, 116 1111 JON L I. BASED ON 318"0 A307 HEADED OR HOOKED (1.69- MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHERWITHAMINIMUMEMBEDMENTDEPTHOF3"AND A MINIMUM EDGE DISTANCE OF 3'. AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN2. PROVIDE QUANTITY OF ANCHOR BOLTS OP AND BOTTOMTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT T OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. (FT) DIVIDED BY 2. 3, LOAD PER JAMB CALCULATED By TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft 16tL/2 = 240lb/ftLOADPERJAMB = 30psf x 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0A2) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE- ACHIEVE MINIMUM REQUIRED PENETRATION, 6 R DRYWALL, INCREASE IBILITY OF THE BUILDING DESIGNERIFMOUNTINGOVERSEFASTENERLENGTHTOAC E SOLE RESPONSDESGNOFTHESUPPORTSTRUCTURESHALLBETH ED PER NOTE 3. ANDISHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULAT Digitally signed by John E. Scates, P.E. ApproveCI Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. carroliton, TX 75007 Revision P16 ci, 7,a,7 Ty Pr Sf;308/F2203 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB ([NJ LOAD PER JAMB LBl Norea 100 2500 PSI NOTE1CONCRETE 24 4000 PSI CONCRETE NOTE' 24 2000 PSI GROUT FILLED CMUf" 24 120 140 160 180 200 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 220 24 24 24 240 260 24 24 24 24 24 16 280 300 320 24 24 24 24 24 24 16 16 16 340 24 24 16 360 380 24 24 24 24 16 8 400 24 24 8 420 440 24 24 24 24 8 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 560 24 23 24 24 8 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 16 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A r' `'`'i 1 N. No. 0737 sum OF : Aj I 110 1. BASED ON 3/8"o SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" Q.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3W. 2. BASED ON 3/8"o SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6.6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO, 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. STENER LENGTH ACHIEVE MINIMUMMOUNTINGOVERDRYWALL INCREASE FA 7, IFDESIGNOF THE SUPPORT STRUCTURE SHALL BE THE SOLE REOSPONSIBILITY OF THE BOUILDING UIRED DESGNERION. AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' Aroved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ "are4 2500 PSI CONCRETE"" 4000 PSI CONCRETE 2000 PSI GROUTz FILLED CMU 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 i a No.0737 STATE OF : tU FLORO.- C3 N XiFss aNA, N II1 1. BASED ON 3/8"0 HILTI KWIK BOLT EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2, BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >= 0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. ACHIEVE MINIMUM UIRED 7. IFMOUNTING OTHE OVER DRYWALL, INCREASE FASTENER LENGTH 3OE SUPPORT STRUCTURESHALLBETHESOLERESPONSIBILITYOFTHEBOUILDINGDESIGNERRANDSHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8, SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. A—mvaci Date: 2015. 02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 Orton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 R.) 4"Sag0 R No. 51737 OF Im F Digitally signed by John E.Scates, F.E. Date: 2015.0220 095853 -0600' MW C, SCATES K 3121 EANOAIE MI CARIpl1T0N TK TSORf M1 K SITS/ TX K RWDR/F22D% 110f1 tl M gAR C PtlIflUGllW GETARS rg M ^••.^ DOOR WIDTH 6 R} /-( HEADER CKLO PONE} BRACKET 3/6' S&WSON RTEN ND SCREW ANCHOR WITH A 1 1/4' WASHER AND A MNMUM EMBEDMENT DEPTH OF 2-3/F AND A MR"" EDGE DISTANCE PF 2-3/4 GFTA9 1 HQIE MAITWN DESIGN LDAD CAPACITY GF 205 ISS 2rzeNNNE (-RA IOC, E l 4' J 4) 3/9' SR.R'SON RTEN ND SCREW ANCHDR NiTH A 1^I(4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MRMIBI EDGE DISTANCE OF 4'. WAeu„PD cN AQnD s4DD D 2.6 ('4 HEADER LOOK 1 PRI E/} ( 6RAGREf 4) 3/B' WA. UG SCREWS YATN 1=R1E/W45' OLD. WASHERSHALL HMINIMUMFENEIRATONAO A I_q WTO THESUPPORTMEMBER.--MA—W—^ QD PDE-W N WAD INDIE:- M M DRI— AWNCAPACITYOF2434lBA JAMB CONNECTION SUPPLEMENT RNG PART NO. I REV. 324620 IP16 WWn 3395 ADDISON DRIVE PENSAcoLA. FLORIDA 32514 850) 474-9890 MIN 250D P51 CONlF¢It NDTE: MAX AU.OWABIE FASTENER LOAD MAY IXGEED THE OEMm LDAD OF THE S1RUCiURE DESIGN 2 3/4' OF SOPppTTINO SiFR1CTURE SHALL I,DN EDGE DISI 7HE PRDFE59ON OF REDORD FDR TOE STRUCTURE 4 4. 3/B• SIMPSON VTFN ND, 2-3/4• MBT DABEO. MRI B• ;TRIDI JAMB BRA F LOCAIWN "' JAMB BRAQRi— i/4-20a9/IB' TRAGIC BOLT MN i /4-ZD ilIX NUT-- 140. 51737 i .p : STATE Iif 41 rrrrr Digitally signed by John E. SEates, P.E Date: 2015.02.20 0959:26-06'00' FARRA dI CMRP11Gl n nmr M1 PE }tT3! Tx K St]06/Pl2D3 YClIFICATK>rt OF WNDLDhD STRUGIW p FTA6S MIN 2 x t FF (6"'0.421 OR 6Ef7ER WAlI- SNp tlOIE MAX Al10WABlE ASRNQt LDFO MAY pDEE- OF yUPPORTRlD STRUCNRE SHALL pFERECORD FT]R THE USTRUCIUI — AJ. s/te• uc s(nEw YA7N t-o/3Y EMe® Ri CENTER aF' SND * 5 4 IpATIE JAMBJAMB BRACKET BOLT AND t/4-2D HEl( TRACK 2D ac PI$-'S1-M DRAVANG PART NO. REV. JAMB CONNECTION SUPPLEMENT 1 324620 P16 Page I of I Florida Building Code online piaalOAaitfWiifMnN'tav _ ( '""" " i 61 SIt14 5 PCOfes5lonal `ie U aflon. r Ho?1 k IunrirmiLierer r site Unks search r Florida product Approval IgpUSER- Public user d or Aooii tion Search > Application UskProd ,d___ __900%e,—va -i Menit Search Criteria Code Version 2014 Application Type ALL Category ALL ALL Application Status ALLQualityAssuranceEntity Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL other ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description . Approved for use outside HVHZ Design Pressure 15ooa ALL ALL ALL ALL ALL ALL ALL.. iearch Results - A Lications Validated v 1 RA y Manufacturgr roved oration Ryan 7, King, P.E. APp SQQ4 t32 Revision Therma-TruConor Doors 813) 76a, 6555 Category: HiG*ory Subcategory: Swinging Exterior Door Assembliesm^n if necessary. 1 BI I n Road TAWA25ee 1 32334 nrrnacibi_--- . i crafmm nt BIIPAL :: Sra rent The StateSlate of Florida is an AA/EEO ernP10y" i 07 Ole Stet of Rorida.:: a do not send are public records. If you do not want your e-nmii address released, in reRwnse to a contact 85 ds 87. est, contact the office by Phone or by traditional man. if you have any questions, Please cotttad 850.4witha n " Pursuant to under Florida law, email addresses 455, F.S. musk provide the Department with an amen address Ifeiecbonicmailtothisentity. instead contact October 1, 2012, licensees licensed under Chapter are public record. If you do not wish to Section 455.275(d), Florida StatUWS be used for official communication with the fi ensea. However eman addresses P Choy have one. The emans provi e the used f ro with an email address which can be made available to the public To determine ir You are a licensee undo supply a personal address, p P Chapter 455, F.S., please click bZM. Product Approval Accepts roamma = W 0 in t ccurity mi- riots 2/14/2018 Florida Building Code Online I BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I' BCIS site Map I Links I Search ba Product Approval USER: Public User Er9dud ARDroval Menu > Pro uct or Application Search > Application List Search Criteria Code Version 2017 FL# 16103 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# lym Manufacturer y 1 ex d By Status FL16103-R9 Revision Ply Gem Windows Category: Windows National Accreditation & Management Institute 804) 684-5124 Approved History Subcategory: Single Hung Approves Dy UDVK. Approvdi5 Dy worK -du ue rC-di iu ,dams uy ' - "' a . u- ' -«va r on a 11 :: 2601 810ir Stone Road, Tallaha F Phone: 487-18 4 The State of Florida is an AA/EEO employer. Copy.Lighht 2007.2013 State of Florida.:: Prime statement :: Accessibility Statement:: RefunQ SSatement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FR E Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx 1/1 2/14/2018 Florida Building Code Online mom - R as • i i 11 6 z c•- .-• ".i BCIS Home Log in User Registration Hot Topics y Submit Surcharge Stats & Facts ( Publications FBC Staff ,, BCIS Site Map Links Search f Florida a Product Approval Lo- It. USER: Public User I "-%" r cxvrti k{:::an Pr r Me > ErQ4VjLQr Agglicatign search > 6Rplia4ti9n List > Application Detail FL # FL16103-R9 Application Type Revision Code Version 2017 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 Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 hUps://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhI000gbVYRGiTqUSzNzJCVvRqQvjVOzheKNA%3d%3d 1 /3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1619 _U_(;_CAC_NI011350 0I-R3 pdf Approved for use outside HVHZ: Yes FIIGI.Q_R.Q_C_CAC_NI011350 02-R3 Qdf Impact Resistant: No ELI j$3_RQ_C_CAC_NI011350 04-R3.pd Design Pressure: N/A FL161Q _RQ_g_CAC_N[0111350.05-R4.pdf Other: Refer to installation detail for sizes, configurations and FL_R9_C;_A _NI011350 06-R3 pd ratings. FL161Q _Rq_C_CAC_NI0113 0( 07-R3 pdf FL1610 _Rg_(;_CAC_NI011350.08-R5.pdf FL16103_R9_C_g4,kC_Nl011350 11-R4 pdf FL1610 _Igq_C_CA&_NI01135016-R3 pd FL1 _ R9_g_CAC_NI011350.20-R3.pdf FL1610 _ U_C_CAC_NI011350.21-R3.pcdf FL619 _ RQ_C_QAC_NI011350.22-R4,pdf FL1610 _ Rgq_C_CAC N[011350.25-R3.pdf FL1610 _ RQ_C_"AC_NI013370.02.pdf ELlklo_ R2_C_CAC_Ni013370.03.p d-f FL1610 _ f3g_C_"AC_NI01337Q 04 pdf FL161Q _ U_C_CAC_NI013370 05 pdf FL1610_ 99_C_CA.C_NI013]!70.06 & Quality Assurance Contract Expiration Date 04/ 30/2020 Installation Instructions FL R9_U_PG_ I81-C.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL1610 _ i3Q_AE_Ev epoC-PGW181-C,p9f Created by Independent Third Party: Yes 16103. 2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1610 _R9_C_CAC_NI011350 01-R3 P! f Approved for use outside HVHZ: Yes FL16103_RQ_C_"AS_NI011350.02-R3.pdf Impact Resistant: No FL1610 _R3_C_"A _NI011350 04-R3. Design Pressure: N/A FL1610 _R2_C_CAC_NI011350 05-R4 pelf Other: Refer to installation detail for sizes, configurations and FL1610 P, _C_CAC_NI011350 06-R3 pdf ratings. FL1610 _R9_C_Q6;_NI011350 07-R3.pd FLl _ RU' _g__C6__NI011350.08-R5.pdf FI I§10_R__CA _NI 11350.11-R4.pd FL161QQ_ Rq_C_AC_NI011350.16-R3. pdf FL16103_ U_C_"_NI011350.20-R3.pdf L 1 ,10_RQ_C_ A _NI011350.21-R3,p FL1610 _ RgQ_C_C6;_NI011350.22_-R4.pd FLl 10 _RR9_g_CAC_NI011350.25-R3.pdf FL161 _ RQ_C_Q6L_NI013370.02.pdf FL1610 3 _F3Q_(;_CAC_N I013 370.0 3. pdf FL161Q _ U_C_S6L_NI013370.04.pd FL1610_ U_Q_S6;_NI013370.05.pdf FL1610 _ R2_C_CS_NL0133-70.06.pd Quality Assurance Contract Expiration Date 04/ 30/2020 16103. 3 1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Installation Instructions FLl 1_U_R9_II_PGW 198 AS TESTED.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single Hung, Impact (Alt. Substrates) Certification Agency Certificate FL16103_ R2_C_A _NI0 1 Q 1 -R pd FL1610 _ R....3` _(_CAC_NI011350.14-R2.p2f FL1610 _ Rg_C_SA;_NI01135024-R2 pdf Quality Assurance Contract Expiration Date 11/30/ 2022 Installation Instructions FL1610 _R9_ U_PGW183-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 2/3 2/14/2018 Florida Building Code Online ELi 1 3_R9AE_Eval P9gzEGW183-B.pdf Created by Independent Third Party: Yes 116103.4 1 Ply Gem 1500 1 Single Hung, Impact (As Tested) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate FLl 103_R9_C_CAC_NI0jI350.12-R2.pd FL16103_R9_g_CAC_NI 11350 14-R2 pdf FF1 03_R9_C_CAC_N 11350.24-R2 pdf Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FL1610 _Rg_U_PGWI84 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FU 32399 Ph ne: 850-4 7-1824 The State of Florida is an AA/EEO employer. Copy fight 2007-2013 State of Florida :: Privacy 5tatement :: A c ssibi ity Statement :: Refund Statemen Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hvre,.. Product Approval Accepts: ON 9 Credit Safe SCCUritN'NIFTIiic'S https://floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-112" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE, ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15596-1 8. -2, 110-15597-1, 110-15598-1. 110-15599-1 8, -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1, 110-16245- 1, 110-19262-1, 110-19348-1 THRU -5. 13. DESIGNATION "X" IS FOR OPERABLE PANEL AND "0' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE GLAZING TYPE / CONFIG, WIDTH HEIGHT 35- 15116, 84, 50/- 50 PSF TYPE Gi / EVEN SASH LO, 72• 50/- 50 PSF 48' 72' 50/- 50 PSF 52-118' 62' 1 50/- 50 PSF 53' 77-U6' 50/- 50 PSF 44, 77-1/8' 1, 0/- 40 PSF 53• 77-1/8' 40/- 40 PSF 35-IS/16' 73 15/ t6' 35/- 35 PSF 35-15/16, 73 15/ 16' 50/- 50 PSF 48-1/16' 95.15/ 16' 30/- 35 PSF TYPE G1 / ORIEL SASH 48-1116, 95- 15/ 16' 25/- 30 PSF 44-1116. 77-1/8' 40/- 40 PSF TYPE G2 / EVEN SASH 36- 1/16, 74- 1/ 16' 50/- 50 PSF 35-7/16' 73-1/ 2' 35/- 35 PSF 35-15/16' 61 15/ 16- 35/- 35 PSF TYPE G3 / EVEN SASH 35- 1/2' 734/ 2' 30/- 30 PSF 40-1/16, 72' 25/- 35 PSF 43-15/16' 77-1/ 8, 25/- 25 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I NSTALLAT10N 6 GENERAL NOTES 2 ELEVATIONS 8 ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03: 31+ 19:00 iD SUBSTRATE TYPE I ANCHOR TYPE MIN. EMBED. MIN. EDGE DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE - FIR WOOD 8 WOOD SCREW 1-1/2" 7116" G=0.42) 16 GAUGE ( 0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 7116' B OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN+) 3/I6' ITW TAPCON 1-1/2" 1-118" D HOLLOW OR GROUT -FILLED CMU 3116" ITW TAPCON 1' 2" 117 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/8' G=0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8, 7/8" G=0.55) 16 GAUGE ( 0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL, PLUS 3 112' G OR 1/8' ALUM. 6063-T5 MIN. I (TEKS/DRIL-FLEX/KWIK-FLEX) I THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f; Ply Gem - WINDOWS 133 "..— ST.. 00 80% 559. ROCKY HOUNT, VA 24151 PH; 54U-4&.-634b F%: 540-464-6515 STATE OF =wW 4.. A A O T- UN 12/19/2017 LUCAS A- TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING. INC. COA i) 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 WG #: PGW181 iHEET: 1 OF 5 UNIT MAX. WIDTH s Ply Gem - SEE SIZE CHART, + i SHEET I UNIT MAX. WIDTH u5 H. — ST.. n a 559. SEE SIZE CHART, SHEET I e C Roc Y nCU T. VA 2115i 3 3 PN. 5tp-18t-CY.D F%-. S4p-4}4-bb65 c aBC J 3 0 Q o 4 uOn 4 NOTE: MAXIMUM ORIEL UNIT FIXED D.L.O. HEIGHT IS LIMITED TO 50-7/8'. rm L Q oF44N 4 4 E O. xx s 3 a x o Z a= iU FV t-N Zyn f Zu i4 m O a w o 0 u z jN 00 wp 0 o N W. W. W ZF N> Z q s q O jowN Nw Q wWLY OuZ Y N F 2 Z m TYPICAL ELEVATION TYPICAL ELEVATION tii n m cn m w caEVENSASH ORIEL SASH o® 3 f v z I CO D.C., CORNERTVP. rp-FROM'OflyCORNERTY TP CORNERTYP. I CORNER,TYP. O V..•y'•}' o•£NgRNERTY No 58201 12" O.C., TYP. 12' O.C., TYP. y I EXTRA ANCHORS 90 STATE OF :W* 011 v11 L 0" MARKED W/ 'X') w" INSTALLATION REQUIRED FOR ALL 3••<0p1;:'j*: ANCHOR, TYP. INSTALLATION ANCHOR, TYP. WINDOW WIDTHS X OVER 44-1116" q ONA ti Aga, 1 II 8-Ii2" 2EACH ! 1 2' EACH O. C., TYP. SIDE OF MTG. RAIL 4" FROM SIDE 4F MTG. RAID T 1' 4' FROM 72/79/2017 CENTER, 17 EXTRA ANCHOR CENTER, ll EXTRA ANCHOR WCAS A. TURNER, P.E. W TYP. n u LOC. TO TYP. LOC. TO J FL PE 58201 NEAREST NEAREST TURNER ENGINEERING & CONSULTING, INC. EXTRAANCHORSLOCATIONS) STANDARD LOC., STANDARD LOC., COA # 29779) Jy INSTALLATION CIRCLED TYP. TYP. 7239 JA9ARA AVE. ANCHOR, TYP. REQUIRED FOR ALL NORTH PORT, fL 34288 WINDOW WIDTHS 4. 0 C Jj 6" FROM PH. 941-380-1574 OVER 44-1116' CORNER, TYP.' INSTALLATION ANCHOR AT CUP, TYP, DWG #: ANCHOR LAYOUT ANCHOR LAYOUT ANCHOR LAYOUT P G W 18 I SHEET: 2 OF 5 FL16103.1 FIN INSTALLATION FRAME INSTALLATION CLIP INSTALLATION SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 14 8 15, SHEET I _ EXTERIOR MIN. EMBED. SEE TABLE 1, SHEET i INSTALLATION ANCHOR SEE TABLE 1, SHEET I MIN. EDGE DIST. F SEE TABLE 1, SHEET i 1 1/4' MAX. i — SHIM SPACE i SEE GLAZING DETAILS SHEET 5 INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 5—, 9 EXTERIOR G SILICONE CAULK SEE NOTES 14 8 15, SHEET I I INTERIOR MIN. EDGE DIST. SEE TABLE I, SHEET I SILICONE CAULK SEE NOTES 14 8 15, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I BY OTHERS MIN. EMBED. I SEE TABLE I, SHEET I Ply Gem, I" N. — ST.. N BOX 559. ROLRY MOUNT. VA Zu51 PN, 540-484- S FX 540-4$4-E6" w o 0 L 1/4- MAX. SHIM SPACE p 0 SEE GLAZING Z DETAILS SHEET 5 o Z w a ol--` SEE GLAZING DETAILS SHEET 5 q N N Z 1.'J u n zO P J EXTERIOR INTERIOR U) w Z s a a0 LL LL r a0 N VERTICAL SECTION fnW w w u Iwo z 3 HEAD o s o I j BEVELED FRAME - FRAME INSTALLATION w a SEE GLAZING IA — DETAILS SHEET 5 I ui "- k m snSEEGLAZING Q . u ZIDETAILSSHEET5 P I VERTICAL SECTION EXTERIOR I / INTERIOR 3 MEETING RAIL 1 I, ` , d 0pt10RE... O 5116' MIN. I/4' MAX. SHIM SPACE MIN. EDGE DIST. I SEE TABLE 1, SHEET I SEE TABLE I, SHEET I A VERTICAL SECTION FL 16103.1 3 SILL BRICKMOULD FRAME - CLIP INSTALLATION i,.• No 58201 STATE OF .Wy SP ACEACE MIN. ' EDGE DIST.% O':• FC O R O*.*' W`'' SHEET I. SS';ONA>; kwsO` SILICONE CAULK y SEE NOTES 14 8 15, SHEET I - f 12/19/2017 4 LUCAS A. TURNER, P.E. SUBSTRATE FL PE j% 58201 BY OTHERS INSTALLATION ANCHOR TURNER ENGINEERING & SEE TABLE 1, SHEET I CONSULTING, INC. CCA # 29779) 1239 JABARA AVE. MIN, EMBED. NORTH PORT, FL 34288 SEE TABLE 1, SHEET 1 PH. 941-380-1574 DWG x: JD-- VERTICAL SECTION P G W 18 SILL BEVELED FRAME- FIN INSTALLATION SHEET: 3 OF C MIN. EMBED. SEE TABLE 1, SHEET I 1/4' MAX. MIN. EDGE DIST. SEE TABLE 1, SHEET I f.*PlyGem- SHIM SPACE SUBSTRATE 1 WINDOWS I/4' MAX. i:. BY OTHERS SHIM SPACE INTERIOR INTERIOR INSTALLATION ANCHOR 43S M. HGiN ST.. Po 80Y SSC. SEE TABLE 1, SHEET I A.Crcl Ma T..21151 MIN. EDGE DIST. i — MIN. EMBED. PH 54014"-04e F. 540-484-6e85 SEE TABLE 1, SHEET I SEE TABLE I, SHEET 1 aSEEGLAZING DETAILS SHEET 5 o l o 0 0 o SUBSTRATE mBYOTHERS \ I SEE GLAZING p i DETAILS SHEET 5 z INSTALLATION ANCHOR SEE TABLE I, SHEET I o 3 z a EXTERIOR EXTERIOR vuWi a d SILICONE CAULK E HORIZONTAL SECTION E HORIZONTAL. SECTION s££ NOTES 14 a 15, SHEET I Zoo Z N a a SILICONE CAUL 4 JAMB 4 JAMB o o0x x m iOSEENOTES14a15, SHEET I BRiCKMOULD FRAME • FRAME INSTALLATION BRICKMOULD FRAME -FIN INSTALLATION n w cn u _ w c 0 MIN. EMBED. JwJjj oa 1 a u SEE TABLE 1, SHEET ! h Z MIN. EMBED. 114' MAX. I/4' MAX. SEE TABLE 1, SHEET I F t2 m SHIM SPACE SHIM SPACE o u N SUBSTRATE y4„++raptMIN. EDGE DIST. 5/16' MIN. INTERIOR BY OTHERSINTERIOR SEE TABLE L SHEET 1 G,P' INSTALLATION ANCHOR 1.+9 4 .......... O'ENg i SEE TABLE 1, SHEET IN. 53201 SEE GLAZING INSTALLATION ANCHOR DETAILS SHEET 5 1 STATE OF : W SEE TABLE I, SHEET t 0171A***',` MIN. EDGE DIST. S,l g -StxSEETABLE1, SHEET I BONA11 zSEEGLAZING SUBSTRATE DETAILS SHEET 5 12/19/2017 BY OTHERS J LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & EXTERIOR EXTERIOR CONSULTING, INC. SILICONE CAULK COA If 29779) SILICONE CAULK SEE NOTES 14 a I5, SHEET I 9 JABARA AVE. NORTHPORT, FL 34288 SEE NOTES 14 a 15, SHEET I PH. 941-380-1574 HORIZONTAL SECTION H HORIZONTAL SECTION DWG Jr: 4 JAMB 4 JAMB P G W I H I BEVELEDFRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET: 4 OF 5 FL16103.1 7/8" O.A. INSULATED ANNEALED EXTERIOR GLASS UNIT 1/2' MIN. TYP. —] INTERIOR GLASS BITE DOW 1199 SILICONE GLAZING DETAIL 1 FL Ib103J i3/Ib' O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR 1 112' MIN. TYP. INTERIOR GLASS BITE COMPRESSION GLAZING TAPE GLAZING DETAIL 3 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL I 7/8" O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR 1 1 J 1/2" MIN. TYP. INTERIOR GLASS BITE TWO-SIDED_ TAPE GLAZING DETAIL 2 Ply GemWINDOWS t55 K. V 8 Po Sox 559, ROCKY MOUM T, VA 24151 PH'. 5G0-1b4,4 FX'.51.1L 4603 No 58201 —:01 A. STATE OF zz- 12/19/2017 LUCAS A. TURNER, P.E. FL PE $ 58201 TURNER ENGINEERING & CONSULTING, ENC. COA # 29779) 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW18I SHEET: C OF C PLY GEM WINDOWS SER/ES 1500 INTEGRAL MULLED WINDOW INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED, 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1/2 INCH (I.E.. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S), MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 INCH, SHIM WHERE SPACE OF 1/Ib INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. b. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8, 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 BY THE ANCHOR MANUFACTURER. 9, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55, FL 16103.2 NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/i.S.2/A440-05/08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONS131LITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SIT£ CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATINGWIDTHHEIGHT 72-112' 60' 50/- 60 PSF TWIN NON -IMPACT 80-1/2' 71-15/16' 50/- 50 PSF 84-114' 77-i/8' 40/- 40 PSF 109' 60' 45/- 65 PSF TRIPLEi09-!/Ib' 74-I/16' 251- 35 PSF 121-Illb' 77-I/14' 45/- LS PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION & GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS b 1 COMPONENTS. BILL OF MATERIALS, & GLAZING DETAILS Ply Gem- WINDOWS 133 N. M.. ST.. PO 80K 559 ROCKY YfDI1NT. VA Wsl PH: 3L0-1.84-430 FX: 540-4344693 w — F P Q o p N Qpm m Ju ZwN w L0nW r a PGW198 SHEET: ( OF G qjwPlyGemB WINDOWS 433 N. MAIN ST- M BOX $54 ROCKY MOUNT. VA 24151 PH; 5L0184-6348 FX: 540-464-6633 w oUNITMAX. UNIT MAX. Q o WIDTH 12114- WIDTH 841' D.L.O MAX. D.L.O MAX. Z m J WIDTH 353'- WIDTH 374' 8 B C 0 L 4 B 4 E O J y a. Z K O G G Ha 5 5 5 Z w p f F E G F o w ZC r UNIT MAX. S S D.L.O. MAX. UNIT MAX. 5 8 5 NHEIGHTHEIGHT HEIGHT w w o 77 E' I 771 D.L.O. MAX. 'O' 'o' 6 722' 8 HEIGHT +wn rw-- 722' ui J O a v r kmQ 'JNZZ Z i 4 4 4 TYPICAL ELEVATION TYPICAL ELEVATION TRIPLE UNIT TWIN UNIT NOTE: LULU SEE SHEET 3 FOR ANCHOR LAYOUTS & F- SCHEDULE OF ALL QUALIFIED UNIT SIZE AND DESIGN PRESSURE COMBINATIONS, Lu Q DWG #: PGW198 FL 16103.2 SHEET: 2 OF 6 H Ho. SS SERiESI5001NTEGRAL MULLED WINDOW UNIT TYPE QUALIFIED CONFIGURATIONS TWIN UNITS 00 TRIPLE UNITS fl00 8' O,C., TYP. 4' FROM CORNER,TYP. 4' FROM J L 8. O.C., TYPICAL ELEVATION FIN INSTALLATION 121-1/16' x 77-1/16' UNIT INSTALLATION ANCHOR,TYP. SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE WIDTH HEIGHT UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE & ANCHOR SPACING FIN FRAME I CLIP HEAD JAMB SILL HEAD JAMS SILL HEAD JAMB SILL 72112' 60" TWIN 50/-60 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00-' 18,00- 16.00" 18.00' 80112" 7115/16" 50/-50 PSF 8.00' 8.00" 8.00" MIDSPAN MIDSPAN 18.00-' 18.00' 16.00" 18.00' 84 1/4" 77 1/8" 1+40/-40 PSF 8,00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00- 16.00" 18.00' 109" 60" TRIPLE 45/-65 PSF 8.00" 8,00' 8.00' MIDSPAN MIDSPAN 18.00" 18.00- 16.00" 18,00- 1091/16" 741/16" 25/-35PSF 8.00' 8.00" 8.00" MIDSPAN MIDSPAN 18,00' 18.00' 16.00" 18.00' 121 1/16" 771/16" 45/45 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00" 18.00' 16.00" 18.00' 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION, ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD & JAMBS, FIN INSTALL AT SILL) FL 16103.2 54' FROM -16', TYP. +- MIDSPAN, TjCORNER, TYP. IP' 5FROM COR4' NER, TYPMIDSPAN, TYP. L6* FROM Li LiCORNER, TYP. -.• 18Typ. I_ TYPICAL ELEVATION FRAME INSTALLATION x 77-1/ 8' UNIT Ply Gem- 433 N, MA: N ST.. PO BOX 559 ROCKY MOUNT. VA 24I5! PM: 540-4D4- 6346 FX: 54,464- 6693 w < o - p N_ O r £ p ® J Z INSTALLATION jw ANCHOR, TYP. JZo0 c< a w0 v F x N w z poa Z INSTALLATION E ANCHOR AT CLIP, TYP. w > ff w w 0 w w a p n_ m 10b' FROM CORNER, TYP. r o <v Q Z oil ELI] p V N 0' 'o' 16' O.C.. 0 LU TYP. F3- 7 w w I Q6" FROM I 18- O.C., CORNER, TYP,TYP. INSTALLATION TYPICAL ELEVATION ANCHOR AT CLIP, TYP. CLIP INSTALLATION 84- 1/4' x 77-1/8' UNIT jDWG #: 3 OF 6 CONCRETE/ MASONRY BY OTHERS 1 1/2 MIN' EMBEDMENT CAULK BETWEEN 8 WOOD SCREW CONCRETE/ MASONRY 8 ZX INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS 3/4- MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT BY OTHERS 1/4' MAX. SHIM SPACE 4 O.A, UNIT 3 HEIGHT SE£ GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR g VERTICAL SECTION 4 HEAD - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET b EXTERIOR ` INTERIOR O.A. / UNIT HEIGHT 3 S 1/4' MAX. SHIM SPACE SILICONE SEALANT BY OTHERS 1 1/2, MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X W000 BUCK BY OTHERS CAULK BETWEEN a, CRETE/ MASONRY 8 2X a ^" 8 WOOD SCREW WOOD BUCK BY OTHERS 3/4^ MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY/// EDGE DISTANCE BY OTHERS SECTIONVERTICAL SILL - MASONRY/CONCRETE FL 16103.2 BRICKMOULD FRAME - CLIP INSTALLATION CONCRETE/ MASONRY Ply GemBYOTHERSI.: 3DG MIN. # 8 WOOD SCREW i WINDOWS CAULK BETWEEN EDGE DISTANCE INSTALLATION ANCHOR CONCRETE/ MASONRY 8 2X 433 N. MANST.. PO BOX 559 WOOD BUCK BY OTHERS ROCKY MOWT. VA 24151 2X WOOD BUCK `a .. 1 1/2' MIN. BY OTHERS EMBEDMENT PH; 546-454-6348 F%. 540-484-6683 EXTERIOR FINISH ..... BY OTHERS SILICONE SEALANT w BY OTHERS o or Qz m J 1/4^ MAX. 2 _ SHIM SPACEa owJJ zo OUNITjJ HEIGHT , SEE GLAZING 0Cu a DETAILS SHEET 6 w U Z u w EXTERIOR INTERIOR ow o r Nw j 0 C VERTICAL SECTION w HEAD - STEEL STUD4 o BEVELED FRAME - FRAME INSTALLATION LiA v C SEE GLAZING LortomJDETAILSkSHEETb4up EXTERIOR INTERIOR O.A. UNIT 3 HEIGHT 20 `\ 8 Ilk' MAX. SHIM SPACE 3/4' MIN. w EDGE DISTANCE FNw SILICONE SEALANT I — BY OTHERS .. ..... 1 Q EXTERIOR FINISH ....... BY OTHERS ZX WOOD BUCK BY OTHERS CAULK BETWEEN , AA ICONCRETE/ MASONRY 8 2X U2, MIN.' WOOD BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY J 8 WOOD SCREW BY OTHERS INSTALLATION ANCHOR DWG p VERTICAL SECTION P G W 19 8 4 SILL -STEEL STUD SHEET: 4 OF 6BEVELEDFRAME - FIN INSTALLATION 1 112' MIN. EMBEDMENT 8 WOOD SCREW 1/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. EDGE DISTANCE.° SEE GLAZING 1 ,'.'• DETAILS SHEET 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY B 2X 1 WOOD SUCK BY OTHERS 2X WOOD BUCK ' o BY OTHERS EXTERIOR FINISH EXTERIOR BY OTHERS I O.A. SILICONE SEALANT UNIT WIDTH BY OTHERS E HORIZONTAL SECTION JAMB - MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2' MIN. 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I I/4' MAX. I SHIM SPACE 3/4' MIN.' INTERIOR EDGE DISTANCE 6 v' SEE GLAZING CONCRETE/ MASONRY f ' VO,A. DETAILS SHEET 6 BY OTHERS ' CAULK BETWEEN • CONCRETE/ MASONRY B 2X WOOD BUCK BY OTHERS 2X WOOD BUCK' BY OTHERSEXTERIOR FINISHBYOTHERSSEEGLAZING DETAILS SHEET 6 SILICONE SEALANT BY OTHERS UNIT WIDTH G HORIZONTAL SECTION JAMB - MASONRY/CONCRETE FL 16103.2 BEVELED FRAME- CUP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 3/4'EDGE CONCRETE/ MASONRY DISTANCE BY OTHERS INTERIOR T• CAULK BETWEEN CONCRETE/ MASONRY B 2X WOOD BUCK BY OTHERS SEE GLAZING DETAILS SHEET 6 1 1/2' MIN. v -EMBEDMENT es v 2X WOOD BUCK I BY OTHERS EXTERIOR FINISH OTHERS EXTERIOR SILICONE SEALANT I BY OTHERS O.A. UNIT WIDTH E HORIZONTAL SECTION 5 JAMB -STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION INTERIOR H HORIZONTAL SECTION INTEGRAL MULLION TYPICAL LAZ I NG LS SHEET 6 Ply GemrWINDDWS 433 N. MAIN IT_ PO BOX 559 ROCKY MOE T, VA 24151 H; 510194-6348 f%. 540,54-6633 w o o V Igo a IL) Z QwH- ww inQ PGW198 ET: 5 OF b BILL OF MATERIALS ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES I BRICKMOULD FRAME PVC PLY GEM WINDOWS 2 BEVELED FRAME PVC PLY GEM WINDOWS 3 GLAZING BEAD PVC PLY GEM WINDOWS 4 FRAME COVER PVC PLY GEM WINDOWS 5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 BRICKMOULD SILL PVC PLY GEM WINDOWS 8 BEVELED SILL PVC PLY GEM WINDOWS 9 INTEGRAL MULLION PVC PLY GEM WINDOWS 10 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS II FIXED SILL PVC PLY GEM WINDOWS 0 BRICKMOULD FRAME PVC 3.53' 3.b87' 0.065' TYP. GLAZING BEAD PVC i 0. 728' T BRC KMOULD ANCHOR CLIP (D BEVELED ANCHOR CLIP PVC BRICKMOULD SILL BEVELED SILL 3.135 PVC 3.53' --- PVC 3.402' -- 0.282' 0.065110.282' J 0.06 f 917O.ObS' OYP. 7YP. TYP. NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS MULLION REINFORCEMENT FIXED SILL APPROVAL TO THE SIZES AND10STEELIIPVCPERFORMANCELIMITSLISTED HEREIN. 0.064' 7 3' FL 16103.2 3. 26' —1 i.81 rx:1 0.06' 7/8' O.A. INSULATED ANNEALED EXTERIOR — GLASS UNIT 1/2' MIN. TYP. GLASS BITE i INTERIOR DOW 995 SILICONE GLAZING DETAIL 1 FOR USE IN ANY LITE FIXED OR SASH) BEVELED FRAME PVC 3.402' 3.812' O.ObS' TYP. FRAME COVER PVC 2,Q04' 0.06 INTEGRAL MULLION PVC 8 . =w 7/8' O.A. INSULATED ANNEALED EXTERIOR GLASS UNIT T\ 112' MIN. TYP. GLASS BITE / INTERIOR COMPRESSION GLAZING TAPE GLAZING DETAIL 2 PiyGeWINDm-I 433 N. MAIN ST- n 80X 559 ROCKY MOUNT. YA 24151 PM: 540-484-6348 FX; 540-484-6683 1 6 m - -JI- 2-, III < li-io -Z nWH nW Loa FOR USE IN SINGLE HUNG DWG #:( FIXED LITES ONLY P G W 19 8 SHEET: 6 OF 6 2/14/2018 Florida Building Code Online l'rofessionategu aton k s, womtgz tam amiltywous ,.c iatAoto d1oFI dda 1 Product Approval USER: Public User tt:7.cuec:5 •rcx Qlodud Apr M_&m4 > Product or Application Search a Application List Search Criteria Code Version 2017 FL# 16104 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# IYJ& Manufacturer Aud toedBy. Status FL16104-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved His ry Category: Windows 804)684-5124 Subcategory: Fixed Approves by uo nppiu uy 7 -- -, . ..... ..,..... , Contact Us :: 2601 DIsliE Stone Road,,Tallahasaee FI,32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Copyy ht 20Q7-2013 State 9f Florida :: aqy 5 em n :: Accessibility tement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, `Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_jst.aspx 1/1 2/14/2018 Florida Building Code Online ins BCIS Home ( Log In I User Registration ( Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff i BCIS Site Map I Links ' Search F rich Product Approval USER: Public user Product Agproval Menu > Proguct or APPLifatt n r > &QRhcation List > Application Retail FL # FL16104-R4 Application Type Revision Code Version 2017 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 Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS°/a2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 1/3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL # Model, Number or Name Description 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 16 4_R4_C_CAC_NI011337 02-R2.pdf Approved for use outside HVHZ: Yes FL 16104_R4_C_CAC_NI011337 03-Rl.odf Impact Resistant: No FL36104_R4_C_SA_NI011337-R1.Ddf Quality Assurance Contract Expiration DateDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R4_II_PG W 177-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL161 4_R4_AE_EvalR ort-PGW177-B.pdf Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 1 4___C_NI011337 02-R2 pdf Approved for use outside HVHZ: Yes FL16104_i4_C_CAC_NI011337.03-R1.pd FLImpactResistant: No Design Pressure: N/A g4_C_"AA _NI011337-RLP-d Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R4_II_PGW178 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate FF161 19 04-R2.pslfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes R4_C_CAC_NI011337 Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Installation InstructionsDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and F 161 4_R4_Ij_PGW179-B.P df Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports FLl 104_R4_AE_EvalReport-PGW 179-B.pdf Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_R4_C_CAS_NI011337 04-R?_Rdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 11/30/2022 Installation InstructionsDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and F 1 1 4_R4_II_PGW180 AS TESTED pdf Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32M Phone, 850-487-1824 The State of Florida is an AA/EEO employer. _o i ht 2007-2013 State of Florida :: P iva y Statement :: eessibility Statement :: Refund Statementp. Under Florida law, email addresses are public records. 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Product Approval Accepts: mww"Zgm https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10wfMIaS°/,2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d%3d 2/3 2/14/2018 Florida Building Code Online Credit Safe securitx.vu_rktrs https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfM1aS%2bmis69%2bu%2b9HkgEWvjtUol14FU%2fw%3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6.IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION, 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15589/90/92/95-1 13. DESIGNATION '0' IS FOR FIXED PANEL. 14, USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'- FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16104.1 SIZE CHART OVERALL SIZE REQUIRED GLASS TYPE MAX. O.C. SPACING, FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 48-1/8' 96' ANNEALED 14-1/2' 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 12' i40/- 45 PSF 12O-l/;6' 56' TEMPERED 13-112' 45/- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 8 GLAZING DETAIL 5 HORIZONTAL SECTIONS TABLE 1: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MNEDGE STANCEFIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOOD G=0.42) 8 WOOD SCREW 1-1/2' 7/16' 36 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL, PLUS 3 7/16' B OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION c CONCRETE (2 KSI MIN.) 3/I6' ITW TAPCON 1-1/2" 1-1/8' D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1' 2' 117 PCF MIN.) E 2X MIN. SOUTHERN PINE WOOD 3/16" ITW TAPCON 1-3/8' 7/8' G= 0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-318' 7/8' 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 I/2' G OR 1/8' ALUM. 6063-T5 MIN. I (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MiN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD, TRUSS, PAN, OR HEX WASHER HEAD, 0. 42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f" Ply Gem, WINDOWS433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-63L8 FX: 540-L84-6683 o w - Q o O 0- N a - 0 z a o o z zyOZo Q Q w o U w w rw mW a z m r o a O tL o nN n z Z O w ro vwwI7p Z I w 0 o Ill a qJ hr- zO q w M 0 k3a= z tttt/ lJi1J/tJ t t 1ADREW TJ+i N. 58201 :'A zz 12/ 19/2017 LUCAS A. TURNER, P.E. FL P£ # 58201 TURNER ENGINEERING do CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW177 SHEET: 1 OF / SEE SIZE CHART, SHEET I 8 C 3 w E f= 4 V H0. F 4 Nn ww r ry 6" FROM CORNER, TYP.— INSTALLATION ANCHOR, TYP. A D 3 3 TYPICAL ELEVATION MAX. O.C.. SEE CHART SHEET i ANCHOR LAYOUT 4' FROM 8-112' O.C. CORNER, TYP.—'I I— TYP. 4' FROM CORNER, TYP. O.C., TYP. Ply Gem, WINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 w - h `o p a o 0 O U ev O - O.1 O oz INSTALLATION ANCHOR LAYOUT ANCHOR, TYP. n < N ww' FIN INSTALLATION MAX. O.C., SEE CHART, I b' FROM SHEET I { CORNER, TYP. n u MAX. O.C., SEE CHART, SHEET I u u u u u u 6' FROM CORNER, TYP. ANCHOR LAYOUT CLIP INSTALLATION FRAME INSTALLATION NOTE: ( W) WINDOW WIDTH (W) AND HEIGHT (H) H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED (H) MAXIMUM TESTED SQUARE FOOT AREA. FL 16104.1 m w o Z m a op O W W uo v w_ tt N wX zO ro w Nw o0z n 6' FROM wN o oa Z a mCORNER, TYP. r w = m a rm a z z U Z MAX. O.C., SEE CHART. No 5$201 SHEET I 1r # 7OA 9 z STATE OF :mow+ T••' la INSTALLATION ANCHOR AT CLIP, TYP. 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NOTE: NORTH PORT, FL 34288 USE OF EITHER BRICKMOULD OR BEVELED PH. 941-380-1574 FRAME TYPES IS QUALIFIED UNDER THIS DWG #: APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. P G fj A J j 7 SHEET: 2 OF 4 MIN EMBED. SEE TABLE 1, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I SUBSTRATE BY OTHERS PERIMETER MIN. EDGE DIST. SILICONE CAULK SEE TABLE 1, SHEET I SEE NOTES 14 8 15,— SHEET 1/4- MAX.-- 7E SHIM SPACE SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR VERTICAL SECTION HEAD BRICKMOULD FRAME - FIN INSTALLATION y SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR PERIMETER L-q SILICONE CAULK SEE NOTES 14 8 15, SHEET I SUBSTRATE BY OTHERS INSTALLATION ANCHOR MIN. EDGE DIST. 1SEETABLE1, SHEET I PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET i 7/8" O.A. INSULATED GLASS UNIT TEMPERED OR ANNEALED GLASS, EXTERIOR SEE SHEET 1) EXTERIORE 112' MIN. TYP. GLASS BITE INTERIOR DOW 1199 SILICONE GLAZING DETAIL NOTE SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE. 5/16" MIN, 1/4' MAX. F SHIM SPACE J---T MIN. EMBED. SEE TABLE 1, SHEET I SEE TABLE 1, MIN. EDGE DIST. SHEET I SEE TABLE 1, SHEET I A VERTICAL SECTION 3 SILL FL 16104.1 77BRICKMOULD FRAME - CLIP INSTALLATION ALLATION ANCHOR TABLE I.SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE 1, SHEET I L 1/4* MAX. SHIM SPACE SEE GLAZING DETAIL SHEET 4 INTERIOR VERTICAL SECTION HEAD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR, Lj 1/4' MAX, SHIM SPACE PERIMETER SILICONE CAULK SEE NOTES 14 a 15, SHEET I ... MIN. EDGE DIST SUBSTRATE -- ..... TABLE 1, 4 1BYOTHERS SHEETI INSTALLATION ANCHOR EMBED. SEE TABLE 1, SHEET I MIN. L SEE TABLE 1, SHEET I K-p"' VERTICAL SECTION 3 SILL BEVELED FRAME - FIN INSTALLATION f .1h Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH 540-484-63LB FX: 540-484-6683 z z z 0 w ui Z Lo Z w to w z wo z ni L) Z1': k 1111sti... OtAoRkw 'N N. 58201 STATE OF .WW2 I. z 12/19/2017 LUCAS A, TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING INC. COA # 29 79) 1239 JABARA AVE, NORTH PORT, FL 34288 PH. 941-380-1574 DING #: PGW177_ SHEET: 3 OF 4 MIN. EMBED. SE TABLE 1, SHEET I I 1/4' MAX. ~ MIN, EDGE DIST, SEE TABLE 1, SHEET ! rM>y Gem, 1/4' MAX. SHIM SPACE iii i. SUBSTRATE WINDOWS i SHIM SPACE 8Y OTHERS 433 N. MAIN ST.. PO BOX 559, INTERIOR INTERIOR INSTALLATION ANCHOR SEE TABLE I, SHEET I ROOKY MOUNT, VA 24151 PH. 5L0-484-6348 MIN. EDGE DIST. FX: 5LO-484-6683 SEE TABLE 1, SHEET 1 SEE GLAZING SEE GLAZING DETAIL SHEET 4 DETAIL SHEET 4 W MIN. EMBED. Q o SEE TABLE 1, SHEET I 4' 0 SUBSTRATE BY OTHERS m I i INSTALLATION ANCHOR 0 3 z z SEE TABLE I, SHEET I 00 Z 0 r z EXTERIOR EXTERIOR u i N O 2 w V PERIMETER SILICONE CAULK z w m SEE NOTES 14 8 15, SHEET ! Z m r PERIMETER SILICONE CAULK SECTION SECTION o o p LL o io0 SEE NOTES 14 8 15, SHEET I.__ 4 HORIZONTAL JAMB HORIZONTAL 4 JAMB zBRICKMOULDFRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION Ws N o W m O MIN. EMBED. W O4 a m SEE TABLE 1, SHEET I MIN. EMBED. I- z SEE TABLE I, SHEET I i/4' MAX. tii = rm Q rm W n rt SHIM SPACE 1/4' MAX. SHIM SPACE o N 3 o u SUBSTRATE REwT. BY RSMIN. EDGE SEE TABLEOISSHEET I INTERIOR INTERIOR INSTALLATION ANCHOR 04''?iflE M8 r4,q' y F •,W MIN. SEE TABLE I, SHEET I y-: 58m01 SEE GLAZING SEE GLAZING 9? STATE OF SUBSTRATE DETAIL SHEET 4 DETAIL SHEET 4 5' BY OTHERS MIN. EDGE DIST. A.: i-.-* htoiNAwi** SEE TABLE 1, SHEET I i 12/1TURNE7 INSTALLATION ANCHOR LUCALSEETABLE1, SHEET I ET#R582Q'P,'c. TURNER ENGINEERING & CONSULTING, INC. COA79) EXTERIOR EXTERIOR PERIMETER SILICONE CAULK 1 239SB A AVE. SEE NOTES 14 8 15, SHEET I NORTH PORT, 34288 PH, 941-380-1574 PERIMETERSILICONECAULKSEE NOTES 14 8 15, SHEET 1 SECTION H HORIZONTAL SECTION DWG *: HORIZONTAL4 JAMB JAMB BEVELED FRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET: 4 OF 4 FL16104.1 PLY GEM WINDOWS SER/ES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHiMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 4/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.. 5. FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112INCH MINIMUM EMBEDMENT INTO WOW SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. 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 BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOW - MINIMUM SPECIFIC GRAVITY OF 0.55. FL 16104.2 GENERAL NOTES: L THE PRODUCT SHOWN HEREIN )S DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION 70 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. OVERALL SIZE REQUIRED GLASS TYPE MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 48-1/8' 96' ANNEALED s55/- 55 PSF NON -IMPACT72' 96' TEMPERED t40/- 45 PSF 120-1/16' 56' 1 TEMPERED 1 s451- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR LAYOUTS 4 VERTICAL SECTIONS 8 GLAZING DETAIL 5 HORIZONTAL SECTIONS Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-484-6683 Wr P P Q o 0 lli k ku Vi - I PGW178 ET: I OF 5 Ply Gem- 433 N. MAIN ST.. ?0 SOX 559 ROCKY MOUNT, VA 24151 PH: 544484-6348 FX: 540:484-6683 o n 0,0Q UNIT MAX. Q o WIDTH 72' uj cn x m J £ UNIT MAX. D.L.O MAX. J WIDTH 671' Jf 6 4 I 31 0 Z o Z Z r 0 a n W O N LL1 1L q L] U UNIT MAX. o I z m HEIGHT ' " 0 Z ~ 96' 6 H to N 0 F Lu UNI E w w o 0 0 o w HE 5 •p• 5 a n. D.L.O. MAX. HEIGHT z Q m 9h' 2 w111N ® Q J co QJ V) ZpU TYPICAL ELEVATION 120-1116' x 56' UNIT A D 4 4 TYPICAL ELEVATION 72' x 96' UNIT 0 w rna DWG #: PGW178 FL 16104.2 SHEET: 2 OF 5 T WIDTH 12 16' D.L.O MAX. WIDTH it 16' 4 4 H MAX. QL.O. MAX. 5 5 f 54' FROM 1— CORNER, TYP. 21" Ot C., TYP. I W) I ( W) H) FL 16104.2 4' FROM 7' O.C. CORNER, TYP. TYP. 8' O.C., TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN, r%lly ,.l iwil L %1 w%j 1 FIN INSTALLATION 120-1116' x 56" UNIT 54' FROM CORNER, TYP. INSTALLATION ANCHOR,TYP. 6' FROM CORNER, TYP. 4' FROM CORNER, TYP. 7' O.C., TYP. LATION ANLnUR, TYP. 18' O.C.' 1 1TYP. 0. ANCHOR LAYOUT CLIP INSTALLATION 120-1116' x 56' UNIT 6' FROM I CORNER, TYP INSTALLATION ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE & ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 48-1/8' 96' 55 PSF 7.00' 7.00' 7.00' 18.00' 21,00' NONE 18.00' 16.00' i8.00' 72' 96' 40 / -45 PS 7,00' 7.00' 7. 00' 18.00' 21.00' 18.00'i 18.00" 16.00' 18.00' 120-1116' 56' 45 /-50 PSF 7.00' 7.00' 7. 00' 18.00' 23.00" 18. 00'P 18,00' 16,00' 18.00' Ply Gem® WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 z z o z 0 uj a o_ u O 0 U O V z m u a 0 z r S F 0 F Lu > h a 0 0 0 w ar0 wl I0 N 7 J In z 1. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2, FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48-1/8' WIDE OR LESS. FOR UNITS DWG #: EXCEEDING 48-1/8' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. A 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC, ADHERES TO REQUIREMENTS U LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 8 JAMBS, FIN INSTALL AT SILL) 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. SHEET: 3 OF G CONCRETE/ MASONRY CONCRETE/ MASONRY BY OTHERS I I/ MIN BY OTHERS 3/4' MIN. f0h Ply Gem- EMBEDMENTE EDGE DISTANCE #8 WOOD SCREW WINDOWS CAULK BETWEEN #8 WOOD SCREW CAULK BETWEEN INSTALLATION CONCRETE/ MASONRY IN 2X INSTALLATION ANCHOR CONCRETE/ MASONRY & 2X ANCHOR 4.33 N. MAIN ST., PO BOX 559 WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS 1 112' MIN. ROCKY MOUNT, VA 24151 ZX WOOD BUCK 2X WOOD BUCK EMBEDMENT -484-6348 BY OTHERS 3/4' MIN. BY OTHERS PH; 540 EXTERIOR FINISH EDGE DISTANCE EXTERIOR FINISH FX 540-484-6683 F BY OTHERS BY OTHERS SEALANT BY OTHERS ....... 0, BY OTHERS 12SILICONESEALANT SILICONE L1/4* MAX, SH I M SPACE L 1/4' MAX. SHIM SPACE O.A.O.A. Z UNIT 0 UNIT z HEIGHT EIGHTSEEGLAZINGH /1-------_ SEE GLAZING DETAIL SHEET 4 DETAIL SHEET 4 x 7/8' O.A.INSULATED tu EXTERIOR INTERIOR a u GLASS UNIT EXTERIOR INTERIOR m 0 z TEMPERED OR 0 1:: z ANNEALED GLASS) to . 0 < izEXTERIORLuw 0 w VERTICAL SECTION VERTICAL SECTION Lo 447 1-4 HEAD - 2X WOOD BUCK A HEAD - ZX WOOD BUCK FIN INSTALLATION 1/2* MIN. TYP. BEVELED FRAME - FRAME INSTALLATIONBRICKMOULDFRAME GLASS BITE INTERIOR z DOW 995T4 SILICONE SEE GLAZING GLAZING DETAIL SEE GLAZING F- DETAIL SHEET 4I DETAIL SHEET 4 0 zu NOTE: INTERIOR EXTERIOR INTERIOR SEE SHEET I FOR REQUIRED EXTERIOR j__ O.A. GLASS TYPE BASED ON UNIT UNIT SIZE. 0, A. HEIGHT I UNIT HEIGHT 1/4' MAX, 1/4* MAX. SHIM SPACE SHIM SPACE 5 3/4' MIN. iL 1 I L i EDGE D IST. SILICONE SEALANT SILICONE SEALANT BY OTHERS V) BY OTHERS 1 112 MIN, EXTERIOR FINISH EMBEDMENT EXTERIOR FINISH_-- ... ..... BY OTHERS Y OTHERSB 2X WOOD BUCK 2X WOOD BUCK---- 8 WOOD SCREW BY OTHER BY OTHERS 4 INSTALLATION CAULK BETWEEN 4 A: CAULK BETWEEN A ANCHOR CONCRETE/ MASONRY 8 2x ODD SCREW CONCRETE/ MASONRY a 2x WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/4' MIN.. WOOD BUCK BY OTHERS 1/2' MIN, IMBEDMENT CONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASONRY DWG #: PGW178— 1 BY OTHERS BY OTHERS rA—VERTICAL SECTION VERTICAL SECTION FL 16104.2 -4 SILL-2X WOOD BUCK BEVELED SILL - 2X WOOD BUCK NSTALLATION FRAME - FIN I SHEET: OF 45 BRICKMOULDFRAME - CLIP INSTALLATION 1 1/2' MIN. 3/4' MIN. #8 WOOD SCREW EMBEDMENT EDGE DISTANCE INSTALLATION ANCHOR JJJ8WOODSCREW1/4' MAX. 1/4' MAX. CONCRETE/ MASONRY 111fi Ply GemINSTALLATIONANCHORSHIMSPACESHIMSPACE , : /-BY OTHERS WINDOWS INTERIOR INTERIOR CAULK BETWEEN 433 N. MAIN ST., PO BOX 559 CONCRETE/ MASONRY & 2X ROCKY MOUNT, VA 24151 WOOD BUCK BY OTHERS 3/4' MIN. PH: 540-484-6348 EDGE DISTANCE FX: 540-484-6683 SEE GLAZING SEE GLAZING ..: ,o DETAIL SHEET 4 DETAIL SHEET 4 w oI/2' MIN, 1- o• o EMBEDMENT n CONCRETE/ MASONRY BY OTHERS m E J CAULK BETWEEN CONCRETE/ MASONRY & 2X ( 1 ° 2X W000 SUCK WOOD BUCK BY OTHERS .. BY OTHERS 3 2X WOOD BUCK ': \ o EXTERIOR FINISH o z N BY OTHERS BY OTHERS _z u 0 z r O EXTERIOR FINISH '.O. EXTERIOR EXTERIOR N BY OTHERS SILICONE SEALANT w r v BY OTHERS LL o w tyO.A. O.A. Cl u UNIT UNIT z m SILICONE SEALANT WIDTH WIDTH _ aBYOTHERSnOF HORIZONTAL SECTION HORIZONTAL SECTION W x f 5 JAMB-2X WOOD BUCK 5 JAMB-2X WOOD BUCK x BRICKMOULDFRAME-FRAMEINSTALIATION BRICKMOULDFRAME- FININSTALLATION ~ u a w 1 1/2' MIN. 1 112' MIN. IF- Q m 8 WOOD SCREW EMBEDMENT EMBEDMENT r z INSTALLATION ANCHOR 1/4' MAX. #8 WOOD SCREW SHIM SPACE 1/4' MAX. INSTALLATION ANCHOR m Q m cn SHIM SPACE CONCRETE/ MASONRY n - = u z BY OTHERS - lu 3/4' MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR INTERIOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 1 2X WOOD BUCK o .. SEE GLAZING SEE GLAZING BY OTHERS CONCRETE! MASONRY %' , DETAIL SHEET 4 DETAIL SHEET 4 ° BY OTHERS 0 CAULK BETWEEN ~ _ _ 3/4' MIN. W EDGE DISTANCE ~ CONCRETE/ MASONRY & 2X N WOOD BUCK BY OTHERS 1- ~ 2X WOOD BUCK f '' I / '. _ i a BY OTHERS EXTERIOR FINISH EXTERIOR FINISH BY OTHERS '' HY OTHERS EXTERIOR EXTERIOR SILICONE SEALANT 2 O.A. O.A. SILICONE SEALANT BY OTHERS UNIT UNIT BY OTHERS WIDTH WIDTH HORIZONTAL SECTION (R) HORIZONTAL SECTION DWG #: 5 JAMB - 2X WOOD BUCK 5 JAMB - 2X WOOD BUCK P G W 17 FL 16104.2 BEVELED FRAME- CLIP INSTALLATION BEVELED FRAME- FRAME INSTALLATION SHEET: 5 OF 5 2/14/2018 Florida Building Cade Online 1 , 1 BCIS Home ( Log In I user Registration ( Hot Topics I Submit Surcharge I Stats & Facts 1 Publications I FBC Staff ( I BCIS Site Map# I Links Search F lida 10 Product Approval may USER: Public User Product Approval Menu > Product or ARpjica[ion Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16118 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL tPearcn tceSUILb - r. 114 Q414410 ype Manufacturer Validated By Status FL16118-R3 Revision Ply Gem Windows Locke Bowden Approved Category: Windows 334) 300-1800 History Subcategory: Mullions Approvea Dy Unrn. Appr vms ov -> 111 - --'..G.. -_ -, ..._ . __ _.._,- -- ______ gnt c t us :: 2601 Blair SGpne Road, Tall§hassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employee CP_yh5 3007-2013 State of F,grida :: Priva statement :: Accessibility, Statement :: Refund Sta Gmant Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 personaladdress, 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 hgLg_. Product Approval Accepts: Credit Gard Safe https://floddabuilding.org/pr/pr_app_lst.aspx 1 /1 2/14/2018 Florida Building Code Online SCIS Home I Log in Use, Registration Hot Topics j Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks Search Fonda Product ApprovaldPrUSER: Public User ErgIUgLMqLqaLMenu >PEouctorAQgLioLiQp_5arch >AROLO t >Application Detail FL # FL16118- R3 NMI Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/ Email 433 N. Main St. Rocky Mount, VA 24151 614) 532- 3596 luanne.harris@plygem. com Authorized Signature Luanne Harris luanne.harris@plygem. 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Locke Bowden 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL1611 -U--. CLO—I-El-y-g-e-m--C-QI—Pdf 1709.8 Product Approval Method Method 2 Option B https:llfloridabuilding. org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvyf4ngAXhlOyQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%3d%3d 1/2 2/14/2018 Florida Building Code Online Date Submitted 10/17/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 16118.1 Ply Gem 1500 Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI I18_83_L1_E9_W19U&f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW189, and FL16118_U_6E_PER5112-Pdf evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FLi 118_R3_II_PGWi,2Q,pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW190, and FL1611 _U_AE_PER5113.pdf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No F 1 _83_11_PGWZQ3,Qdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW203, and FLU I18_R3_AE_PER5114.pdf evaluation report, PER 3144, for further limitations of use. Created by Independent Third Party: Yes 16118.4 Ply Gem 1500 Tube Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No EL16118_R3_U_PGW2.Q4.12df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW204, and FL1611 _R3_AE_P R i pdf evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes ME Contact Us :: 2601 Blair Stone Road, Tallahassee FL 323 9 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cggyri ht 2007-2200 .3 Stat, of Florida :: r va y StaSjMgnt :: Accessibility Statement :: Refund Scat,ement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:llfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl OyQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%3d°/`3d 2/2 3/2/2018 Florida Building Code Online f ita I: Profess r na p eg at on '_ POOR x a Product Approval USER: Public User dbP, rdg uct Aooroval Menu > Product or Aptalication Search > Application List Search Criteria Refine $earch Code Version 2017 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Ins ManUf cturer mm Validated By. 5tatuE FL12194- R7 Revision Aluminum Coils, Inc. Locke Bowden Approved History Category: Panel Walls 334) 300-1800 Subcategory: Soffits Approveo Dy uorn. Approvd15 Dy vorn x do oc rownwcu dn. idu y'o r -... „ r. Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an AA/EEO employer. !ogyyL19h2007-2013 State of Florida.:: Priva , [atement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: MMMERE Credit Card Safe https:// floridabuilding.org/prlpr_appjst.aspx 1/1 3/2/2018 Florida Building Code Online i1 24 w, 11V A Mt M low7i 6na loda drFloridaP'y N Product Approval USER: Public User 6QQroval Menu > Product or AQQLiQjWaaar JL i > APP ic on Detailh > 6QP Application FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc,com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden V Validation Checklist - Hardcopy Received Certificate of Independence FL1219 _R 7 RepgcLCg1_ALC150Q1,4 2017 FBC Evaluation —Q4 T4 Soffits LULPNE Referenced Standard and Year (of Standard) Stal3dard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code https:llfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquk24AUC`/`2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM%2fTw`/`3d`/`3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194_13Z_II_ALC1 000144 2017 FBC Eva Iuatign ReDOft Q4 T4 Soffits Final.pQ Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194_U_6E_ALC15001 4 2017 FBC Ev§luation ReportQ4 T4 Soffits Finall,,pd Created by Independent Third Party: Yes Sack Next Contact Us :: 2691 Blair Stane Road, DIlahassee FL 32399 Pji ng e. 850-487-1824 The State of Florida is an AA/EEO employee g.Qgyyight 2007-2013 State of Florida :: Priv ,{ :: Acc ibi i y Statement :: Refung Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ema0s 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 Card Safe https: l/floridabuilding.org/pr/pr_app_dti,aspx?param=wGEVXQwtDquk24AUC°/a2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM°/42fFw%3d%3d 2/2 5 . P-i:: I r— C R E K TECHNICAL SERvtcF.S, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE5TH EDITION (2014) Manufacturer: ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumc6ilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA91 10) SCOPE Category. Panel Walls Subcategory. Soffits Cade Sections: 1404.5.1,1710.9.4 Properties: Wind Resistance Issued August 27, 2015 REFERENCES Entitv Report No. Standard Year Certified Testing Laboratories (TSTI S77) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACD(-903-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-0.2 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. 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 FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 12032. data shall 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Ruie 61 G20-3. PRODUCT DESCRIPTIONS Wll'* F-Channel Preformed nominalrninal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.01 9-Irich thick, 3105 H-1 4 aluminum fascia. See Appendix D for dimension drawings. ALC1500I FI-12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLG 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 ALUMINUM COILS, IN Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit P,aneis provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent configuration and 4.2 in2lfin.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALG15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does. not express nor imply warranty, installation, recommended use, or other product attributes that are not speclfcatly addressed hereln. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. PRY .. pR.-,, 2015.08.27 IV No 74021 07:05:00 Y/rl.Fwb?rM,cfM• y 441 04'00` STATE OF i0' •' O R t Zachary R. Priest, P.E i ' Florida Registration No. 74021 ONA ' Organ'rzaiion No. ANE9641S" 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 APPENDICES 1) APPENDIX A— Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15DOI FL122194-R3 Page S of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC.of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information Is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details areas follows: ALC15001 a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Loction b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Lotion Location Locution Locatibn c. 16" Q4 Sotiit —16-Inch o.c. Fastener Fastener Location Location FL12194- R3 1 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERYICEs, LLG d. 16" Q4 Soffit— 8-inch o.o. Fastener Location 1- Fastener Fastener Loction ALUMINUM COILS, INC Soffits Approved. System Numbers.and Definitions Approved S stems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 124nch Overhang with J-Channel Approved Systems for 16-4nch Overhang with F-Channel 6JAproved Systems for 16-Inch Overhang with J-Channel 4 Approved S sterns for 24-Inch Overhang with F-Channel 14JI Approved Systems for 24-Inch Overhang with J-Channel Appendix A Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP Substrate F- Channel Substrate Panel Attachment Fascia Cap Attachment No. Width psf) Attachment One ( 1) min. 3/8-inch head dia. nail, One (I ) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0. 0724nch dia. x min. 3/16- 12F- 1 MM 16- Inch Wood min. 1.25 incta embedment spaced Wood crown staple spaced 16-Inch inch head dia. trim nail 40. 0 241noh o.c, spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-Inch One (1) min 314-Inch x 1/4-inch One (1) min,1 3/4-Inch long x 0.072-Inch dia, x min. 1/4-inch 48 12F 2 Max. 164nch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch o.c. head dia, trip nail spaced 48- 64.2 spaced 244nch o.c. and securing each panel lap inch o.c. Max. One (1) 14 ga. 6/8-inch long T nail One ( 1) min 3144nch x 1/4-inch One (1) min. 1 3/44nch long x 0.072-inch dia. x min, 1/4-inch 48 12F- 3 16 Inch Masonry spaced 8-Inch o.c. Wood rrnm staple spaced 8-inoh o,c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC16001 FL121.94-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width p s Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max, Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/24nch long x 3/8-inch head diameter One {1) min 3i4-inch x One (1) min. 1 314-Inch long x 0.072-inch dia, x min. 114-inch 48 12J-1 164nch Wood staples in diamond pattern spaced 24- screw spaced 164nch o.c. Wood j 1/44nch crown staple spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 Inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min, 1,7&lnch x 0.072-inch diameter 16F-1 Max Masonry One (1) 14 ga. 6/8-Inch long T nail Wood 1-inch leg staples spaced max. finishing nail with min. 3116- 53.3 12-Inch spaced max. 8-Inch o.c. 4-Inch o.c. and securing each Inch head spaced panel lap 12-Inch o.c, Three (3) 18 ga.1/4-Inch crown x 1- One (1)18 ga, 1/4-Inch crown x 1-inch lag staples spaced max. One (1) min.'1.75-inch x 0.072-inch diameter 16F-2 Max. 124nch Wood inch leg staples In diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-Inch o.c. panel lap Inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia, nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-Inch long x 0.072 inch dia. x min. 16F 3 16-Inch Wood 1,25-Inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail i25,6 inch o.c. o c spaced 36-Inoh o.c. One (1) min, 1 3/44nch long Max. Three 3 min. 3/4-Inch x 1/4-inch One (1) min 314-Inch x 1/4-inch x 0,072-Inch dia. x min. 1/4- 27 16F 4 16-Inch Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c, inch head dia, trip nail 36.1 spaced 24-Inch o.c. spaced 48-inch o.c. ALC16001 FL12194-R3 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor Impiy warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r CREEK Tl=cHmicAl.-1SERVICEs, L.LC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-Inch. crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1)14 ga. 5/8-inch long T nail Wood 1-inoh leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-Inch spaced 84nch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1)18 ge. 1/4-inch crown x One (1) min. 1.75-inch x Max' Three (3) 18 ga.1/4-inch crown x 1- 1-inoh leg staples spaced 4- 0.072-inch diameter 16F-6 16 Inch Wood inch leg staples in diamond pattern Wood inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3i44nch x 1/4-inch One (1) min 3/4-inch x 114-Inch One (1) min.1 314-Inch long x 0.072-Inch dia. x 23.5 16J-1 16-Inch Wood crown staples In diamond pattern spaced 24-Inch o.c.. Wood crown staple spaced 8-inch o:c. min. 1/4-Inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 4of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spedlfically addressed herein. CREEK TECHNICAL. SERVICES, LLCG ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2NNorm crown x 1-Inch leg SYP staples spaced Three (3)18 ga,1/4- anchored to 12-inch o.c, securing One (1)18 ga. 114- One (1) min. 1.75-Inch x 24F-1 Max Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood Inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80/-90 12 inch diamond pattern inch min, 2.25- ch x 7d ring One (1) min. 1.75-Inch leg staples spaced & inch o.c. 3/16-inch head spaced spaced 16-Inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 244nch o.c. finishing nail with min. 3/1 6-Inch head spaced 4-inch o.c. One (1)1a ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Ong (1) min. 1.5- No.2.SYP 12=Inch o.c. securing One (1) 18 ga.1/4- One (1) min. 1.75-inch x Max, Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter 80/ 24F-2 12-inch Wood smooth shank roofing pall spaced rafter with one 1) 7d x 2.25- One (1) min. 1.75-Inch Wood leg staples spaced 8- finishing nail with min. 31164nch head spaced 76.6 16-Inch o.c. Inch ring shank x 0.072-Inch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-Inch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18 ga.114- One (1) min. 1.75-inch x Max, One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-inch diameter 80/ 2417-3 12-inch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 84nch o.c. 1) 7d x.2.25- One (1) min. 1.75-Inch inch ox, 3/1,64nch head spaced Inch ring shank x 0.0724nch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001 FL12194-R3 5of7 This evaluation. report Is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty,. Installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK0TECHNICALSERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cep Attachment One (1) 18 ga.1/4-inch Nominal 1x2NNorm crown x 14nch leg Three (3)18 ga.1/4- SYP staples spaced 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max, Inch crown x 14nch anchored to rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 164nah Wood leg staples in 1) min2.25- Wood leg staples spaced a- finishing Hall with min. 801-60 diamond pattern inch x 7d ring One ( 1) min. 1.75-Inch inch o.c, and securing 31164nch head spaced spaced 164nch o.c. shanknail x 0 072-inch diameter each panel lap 16-Inch o.c. 24-inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1). min. 1.6- No.2 SYP 12-inch O.C. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Inch x 11 ga. anchored to each panel lap Inch crown x 1-inch 0.0724nch diameter 24F-5 Max. Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 46 inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3/16-lnoh head spaced 164nch o. c. Inch ring shank x 0.072-inch diameter each panel lap 16-Inch o.c. nail 24- inch o.c, finishing nail with min. 3/16- inch head spaced 4-inoh o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min, 1.75-inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-6 Max Inch Ug T nail rafter with one Wood leg staples spaced 8- finishing Mail with min. 801-60 16 Inch spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-Inch head spaced Inch ring. shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 244nch o.c. finishing nail with min. 3/16- Inch head spaced 4-inch o.c. ALC15001 FL12194- R3 Page 6 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHI i1CAL S1;RvicESr LLG ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP psoNo. Width Batten J-Chanel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one (i) One (1) 18 ga.1/4-inch Nominal 1x2 rein. 2.26-Inch x 7d ring shank nail crown x 14nch lag No.2 SYP Three (3) 18 straight -nailed through staplesspacedp( 12-inch o.c. securingg One '/+ 1) ga18 - One (1) min. 1.75-inch anchored to ga.1/4-inch crown the.raner into the and each panel tap inch crown x 1-inch x 0.072-inch diameter 24J_1 Max. 12-inch rafter with one 1) min. 2.25- x 1-inch leg staples In diamond of the batten or two (2) min. 2.264nch x 7d One (1) min. 1.764nch Wood es spacedlegstaples finishing nail with min. 3/16-Inch head spaced t60 Inch x 7d ring pattern spaced 16- ring shank nails toe- naied on either side of x 0.072-Inch diameter 84nch o.c. 12-inch o.c. shank mall 24-Inch o.c: Inch o.c. the batten at each finishing nail with min. 3/18-Inchhesd spaced battenlrafter intersection. Max. 4-Inch o.c. rafter spacing is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1)18 ga.1/4-Inch Nominal 1x2 No.2 SYP Three (3) 18 min. 2.25-inch x 7d ring shank nail straight -nailed through crown x 14nch leg staples spaced One (1) 18 ga.'/4- One (1) min. 1.75-irfch anchored to ga.1/4-inch crown the ratter into the end 12-inch o.c. securingeachpanellap Inch crown x 1-inch leg staples acedpp x 0.072-Inch diameter 24J-2 Max. 16-inch. rafter with one 1) min. 2.25- x 1-inch leg staples In diamond of the batten or two (2) min. 2.254och x 7d one (1) min,1.75-inch Wood 8-Inch o.c. and finishing naii with min. 3/16-Inch head spaced t53,3 inch x 7d ring pattern spaced 16- ring shank nails toe- x 0 072-inch diameter securing each. panel 16-inch o.c. shank nail inch o.C, nalled'on either side of the batten at each finishing nail with ruin, iap 244nch o.c. batten/rafter 3/18-inch head spaced 44nch o.c. Intersection. Max. rafter spacing is 244nch mc. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC, of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. 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, LLG ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to -the APPRovED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. No, installation Detail 12F-1 & 12F-3 Min, 8%8" head dia. nail with min. INN engagement(for wood substrate) or min.. 0..097" dia. T-nail or stub nail with Inin.. 5101 engagement for concrete or block substrate), spaced as noted above. ASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL woos, concx•V. or Blotik'W FASCIA LIP 1 /4" STAPLE SOFFIT TO 7ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12" PIECE me 221 n:m: ALC16001 FL12194-R3 Page 'I of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that ate not specifically addressed herein. CREEK TECHNICAL SERVICBs, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3 > SOFFIT STAPLE OPEN RAFTER 3/4" X 1 /4" +` ; D ETAI L CROWN ST IES' 1 L./V +I USING A DIAMOND $TAMX3 /J PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4" X 1/4" CROWNJS-S- CHANNELCIA BOARD STAPLE "8" ON CENTER / 1-3/4" TRIM NAiI P CAN BE PAINTED S.S. 48" FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR ". X 1/4" DOWN WN STAPLE SOFFIT— • 3. -inch span WOOD S SUeSMTE SOFFIT & FASCIA ALC15001 FL12194-R3 Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 C20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not speoiflcaily addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER j113/13 rV SOFFIT STAPLE GIST JDETAiL. DIAMOND Ellr PATTERN FACIA BOARD i KTVCE?ii SiMLC2 / 3/4" X 1/4- CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1/4" CROWN 8" 1-3/4" TRIM NAIL FACIA BOARDL—CHANNEL STAPLE ON CENTER PAINTED S.S. 1-3/4" TRIM NAIL) screwed to soffit PAINTED S.S. 48" with one(l) 48 x CAP O.C. FASCIA lf2" % 3/8" head-3/4" X 1/4" diaMster screw, CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT SOFFIT & FASCIAWOODORBLOCK SUBSTRATE DETAIL ALC16001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valld. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installatibn Detail 1'1" 7RIN NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFlT 1'4* CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT & FASCIA 1 6F_0 DETAIL FASCIA CAPS REFER TO SOFFIT L FASCIA DETAIL SOI`Fffj F" CHANNEL MAX. 16" SPAN HASONR. SUBSTRATE ALC16001 FL12194-R3 Page 4 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC System No. I Installation ©etail 16F-3 Min. 3/8" head ilia. nail with min. 134" ongagementtfor wood substrata) or min, 0..097" dia. T-nail or stub grail with min. 5/•e" engagamentifor concrete or block supetrate), spaaeO as meted above.. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, ConcrPtP or Hloax W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S, 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix 8 ALC16001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TF-a-imcAL SERvicEs, LLG 16F-4 No. I Installation Detail 3/4" X 1/4'-- CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP .OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix 13 XTVM SOFFIT STAPLE OPEN RAFTER DIAMOND. PATTERN a/e•NEn+Eo+J STAPLES FACIA BOARD , Chi 3/4' X 1/4' CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAZI PAINTED S.S. 48" O.C. SOFFIT -,max.. 36-inch span 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassuranoeohangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other produot attributes that are not specifically addressed herein. 17051111111111 GREEK0TF-ct a icAL SFRvfcF-s, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4" CROWN STAPLE OPEN RAFTER FASCIA BOARD r)4• CROWN—il SOFFIT & FASCIASTAPLES USING,A DIAMOND DETAIL_ 16F-2 & PATTERNi REFER TO 16F-6 SOFFIT STAPLE DIAMOND PATTERN DETAIL FASCIA CAPa REFER To SOFFIT 7, FASCIA DETAIL 8" F" CNANN£i. SDFfIT+ MAX. 16" SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not -express nor imply warranty, installation, recommended use, or other product attributes that are riot specifically addressed herein. ECREEKTEctmcm- SERvlcEs, LLG Sptern No. I Installation Detall 16J-1 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING •A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4" TRIM NAIL PAINTED S.S. 48" O.C. soFFrr•-max. 15-inch span. ALUMINUM COILS, INC Soffits Appendix B 3/1, XT1T1.1uh `, SOFFIT STAPLE DIAMOND PATTERN DETAIL I FACIA BOARD A` • +tr SrMLES / FASCIA CAP 3/4" X 1/4" CROWN 1-3/4" TRIM NAIL FACU BOARD STAPLE "8" 4N CENTER PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALGI5001 FL12194-R3 Page 8 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. REEK ALUMINUM COILS, INC Soffits TECHNICAL SgRvicgs, LLG Appendix B System No. installation Detail 1 TR81 HAD. J.fASCIA FASCIA BOARD PAINTED S.S. 1'xi" EROWN CAP STAPLES SOFFIT USING A DIAHOND PATTERN; REFER TO 1"x;" CROWN STAPLE SOFFIT STAPLE OIAf10ND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 2417-4 1-x}' CROWN STAPLE FASCIA CAPS REFER TO AIL i FASCIA / DETAIL SYP 3%8 BBaattentton Anchored to SOFFIT; 11i1%.'Zt" F-CHANNEL Rafters with one 74 Ring Shank Nall at / every Rafter WOOD SUBSTRATE — SOFFIT STAPLE IAMOND PATTEI ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL.SERviCEs, LLC Appendix B System No. installation Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. JA' SMOOTH SHANK FASCIA' CAP ROOF NAILS SOFFIT I-x}" CROWN STAPLE I ' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT L FASCIA DETAIL 24F-2 & 24F-5 r.} CROWN STAPLE FASCIA CAP, REFER TO SOFFIT r. FASCIA WOOD ALC15001 FL12194-R3 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassuranoechangesthroughoutthedurationforwhichthisreportIsvalid. 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i J" TRIM NAILFASETA BOARD PAINTED SS. 146A t' 7-NAILS FASCIA CAP 54Ff17 1'x}" CROWN STAPLE i TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 i"x!' CROWN STAPLE FASCA CAP, REFER TO SOFfIT 1 FASCIA DETAIL MNoednat Yx2" SYP F-CHANNEL Batten Anchored to SOFFIT, MAX. 24" Rafters vith one 7d Ring Shards Nall at every Rafter MASONRY ALG15001 FL12194-R3 Pagel 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 Syttern No. Installation Detall I f" TRIM NAIL FASCIA BOARD 1'x2" CROWN PAINTED S,S, FASCIA CAP STAPLES SOFFn USMG A DIAMOND PATTERN, REFER 70 CANTILEYEREO 1-x}- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA t ' TRRI NAIL DETAILPARIT€D SS, 24J-1 & Yx}" CROWN STAPLE 24J-2 FASCIA CAP; REFER Tfl SOFfT r. FASC(A DETAL / Nmnknal V x r SYP battens 8 scabbed bet"an rafters and SOFFIT; MAX 24' 3/81 J-CHANNEL secured wNh one (1) 7d ffig 1 shank haR sOalghl-nalled through the rafter into the and I WOOD 50857AATE of the batten or two (2) 7d ring s(tsnk nags toe-PaRed on r side of the baNem at the ballen;rafter lntersec0on \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECtiAltCAL SERVICES, LLC n--A INimn 1 nnna ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, and iV buildings shall be as defined In Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined In section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10--ff or less. 5. Topographic factors such as escarpmentEl or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.86 7. V„ fi is shown In the tables below. Design pressures are multiplied by 0.61n accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The mantffacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedioationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL, SFRviCF-S, LLC Appendix C Desi n Wind'Pressures,,for Sofl"its intEx osure B'. Mean' Bas16Wind S eed' mph), Building Zone Roof 120 1,30 1d0160: 170 160 190,200 Type.,. <: Hei ht ft .: 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2• 46.8 25 16.9 19.8 22.9 26.3 30.0 33,8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22,9 26.5 30:5 34.7 39.1 43.9 48.8 54.1 Ehclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 Loads) 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41,7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28-2 32.8 60 25.3 29.6 1 34.4 1 -39.5 44.9 5fl.7 56.8 ti3:3 70.1 20 10.8 127 14.7 16.9 19.2 21,7 24.3 27.1 30,0 25 10.8 12,7 14.7 16.9 19.2 21.7 24.3 27.1 30.fl 30 10.8 12.7 14.7 16-9 19.2 21.7 24.3 27.1 3fl.0 4 40 11.7 13.8 16.0 1 B,3 2fl,8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.,3 34.7 Enclosod. 60 13.1 15.4 1 11.8 1 20.5 1123.3 26.3 29,5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 20 108 12.7 14.7 16.9 19.2 21,7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 21.7 24,3 27.1 30.0 5 40 11'7 13.8 16.0 1&.3 20.8 23.5 26.4 29,4 32.5 50 12.5 14.7 1710 19.5 22.2 25.1 28,1 31,3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29:5 32.9 36.4 Al C15001 FL12194-R3 2of4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancedhangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK0TECHNICALSSRVICEs, LLG ALUMINUM COILS, INC Soffits Appendix C Desi n ,Wand Pressures foc Soffiits in Ex osure4C i3iaildin 9-' Zone Mean, ; Roof Height ft Basic`Wind S eed 'mph 120.• 130 140 150 160 170 180 1,90 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 Enclosed 4 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36..9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 1 34.1 39.1 44.5 50.2 1 56.3 62.7 1 69.5 50 26.2 30.8 J 35.7 1 41.0 46.6 52,6 59.0 65.8 72.9 60 27.2 31,9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47,5 53.7 60.2 67.0 74.3 Loads) 5 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45<5 1 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62-0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 1 -45.7 1 -52.5 59.7 67.4 75.5 84.2 93.2 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 177 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1.6.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19:7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 5 25 14.5 17.0 19.7 22.6 1 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.Q 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 1 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3of4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, ING Soffits Appendix C Desi n VlLind Pressures for Soffits;intExposure D Building' Type Zone Mean: Roof - Haightft N 8aslc Wind;S eed m ti 1:20 130 140•" 150- 160 170 180 190 200 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 727,0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52,2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Lords)) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86,4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51..4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37,5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 1 38.9 43.3 • 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44,8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads), 5 20 16.7 19:5 22.7 26.0 29.6 33;4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 1 38.9 413 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 413 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20,2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56;1 ALG15001 FL12194-R3 4of4 This evaluation report is provided for State of Florlda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. SCREEKTECHNICALSERvicFs, LLC 3/8" F-Channel 3/8" 3/8 J-Channel ALCI5001 3/4" -- 1/8" HEM 1 SJ8" 3/4" 378" FL12194-R3 ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/0" PROFILE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance obanges throughout the duration for whloh 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. Fascia CREEK TECHNICAL SERVICES, LLC 1/8" HEM 3/4"` 7/8" —" 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance ohanges 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 aftessed herein. CREEK TECHNICAL SERVICES, LI—C 116" 04 Soffit 1 1.5"' 13LARK 3 / 8 PROR F 1625 REF. 50 TYPI zs TYP. 0.125 TYP. aaaa aoa aafloa a aao aaa aa aaaaa ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.. CREEK TECHNICAL SF-RVICF-S, LLC 12"T4 Soffit 3 1/8' 1/2- 25 TYP. 3.125 TYP. 2.625 REF. ALUMINUM COILS, INC Soffits Appendix D a aaa aa oaaaa aaaoa a aaaa aaaoa VAnP I M ?W'M PATMFIN (M - SME) LOWERS FORM IN SAME DIRUPON AS MBS) END OF RIEFORT ALC16001 FL12194-R3 Page 4 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the dUratlon for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not spedfically addregsbd herein. 3/2/2018 Florida Building Code Online met 4 W. t „ei. t.yr`sgb; ty9 f x* a 1 f 4 IbA x GR ' + + "inP ar` s Kq f f usrness Piof''es!!o a Ret , t+4xa $ p xBti,¢f t50 ,CQ jN Product ApprovalrUSER: Public User Rrodud Aggrgval Menu > Product or Anolication Search > Application List 41 Refine SearchSearchCriteria Code Version 2017 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL acarcn MCC U#La FLA e. na.oa.w— Iypg Mpngfacturer Vali ated ey, Status FL5444-R12 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved Hi dry Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles FL5444 R13 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval Category: Roofing 954)772-6224 Subcategory: Asphalt Shingles Approved by UBFK. Approvais uy uorm onau uc --w -- --ur ........ __.......__. _.... . Contact Us :: 2§01 Blair Stone Road, jdkLassee FL 32399 Phong: 850-487-1824 The State of Florida is an AA/EEO employer. C.Q.RyLigh4 097=201 Stat ,gf Florida :: Rriv9cv_5tjtement :: Access1bilitv_5tatement :: 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 Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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: L__® Credit Card Safe https://fiotidabuilding.org/pr/pr_app,jst.aspx 1/1 3/2/2018 Florida Building Code Online 4 d[LrillkWons'- 4P* Product Approval IT useR. Public user Product AkUaya M > product Or 6qWLqALU Search > &Rlication List > Application Detail FL # FL5444-RI2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark. d. harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain,com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE r, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL544 _R12 CQT_2017_01_C0I_Ni9Mt9nzP9 Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code https:llfloridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDqtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products r Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs) laminated and architectural asphalt roof shingles Limits of Use Approved for use in HVHZ: No Installation Instructions F, L5444_R12_II=2017_09 FINAL _ER_CERTAINTEED ASPHALT SHINGLE_FL5444-R12.pd Verified By: Robert Nieminen, PE PE-59166 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444_f312_AE_017_U_FINAA—R_ ERAT_ _ AS T _ASPHALT SHINGLES_FL5444-R12.pd Created by Independent Third Party: Yes ContaFt Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyrigh 7• t f FI rid :: riv cy Statement :: ALcgssibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 009RE Credit Card Safe https://floridabuilding.org/pr/pr app_dtl,aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg`/a3d°/a3d 2/2 f1 /YVG L-C:- '-- C-)o 4I KINITIrIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: ( 203) 262-9245 FAX: ( 203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444- R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: ThisEvaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of constructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for useoftheproductundertheFloridaBuildingCodeandFloridaBuildingCode, Residential Volume. The products described hereinhavebeenevaluatedforcompliancewiththe5thEdition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this EvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nlerninen, P.E. Florida Registration No. 59166, Florida DG4ANE1983 The %= irnHe seal appearing was authorked by Robert Nieminen, P. E on IV08/20M This does not same as an electronically signed document Signed, sealed hardoopies have been transmitted to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY JERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roo fin Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5 th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 2009 15071.5, R905.2.4 Physical Properties ASTM D3462 ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 1507.2.7.1, R905.2.6.1 Wind Resistance 3. REFERENCES: Entity Examination Reference Date 05/15/1998 UL (TST 1740) ASTM D3161 94NK9632 99NK26506 11/23/1999 U L (TST 1740) ASTM D3161 03CA12702 05/27/2003 U L (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 U L (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 05/12/2005 U L (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM 03161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3161 R684 09/21/2005 UL (TST 1740) ASTM D3462 05NK08037 06/28/2006 UL (TST 1740) UL (TST 1740) ASTM D7158 ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 10/08/2010 UL (TST 1740) ASTM D3161 10CA41303 10CA41303 10/27/2010 UL (TST 1740) UL (TST 1740) ASTM D7158 ASTM D3161 & D3462 JOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 04/22/2014 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ_R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 02/09/2016 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 10/26/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/13/2016 UL LLC (TST 9628) ASTM D3462 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D7158 4787380357 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161 Control Service Confirmation Exp. 07/03/2017 UL LLC (QUA 9625) Quality Evaluation Report 3532.09.0S-RII Exterior Research and Design, U-C. FL5444-RI0 Certificate qfAuthorizaticn #9503 FSC NON-HVHz EVALUATION Revision 11: I2/0912016 Page 2 of 12 I TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20-, XTT" 25, XTT" 30 and XTT" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia—, Belmont', Carriage House Shangle, Grand Manor Shangle, LandmarkT", Landmark*" IR, Landmark' Pro, Landmark' Premium, LandmarkTM` TL, Landmark''" Solaris and Landmark"" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate*" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential ShakeTM IR, Presidential Shake TL'" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras', Highland Slater" and Highland Slate- iR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot*" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge*", Shadow Ridge'", Cedar Crest*", Cedar Crest*" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (VI, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (V„it =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds for calculated uplift force (FT) at a maximum design wind speed Of V,,d = 150 mph (V„l, = 194 mph) residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code forinstallationintheseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportand CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC Certificate of Authorization #9503 FBC NON-HVRZ EVALUATION FL5444-R10 Revision 11: 12/03/2016 Page 3 of 12 rTPJNITY J ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements he 6.2.1 Fasteners shall be in accordance, with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope” directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT20-, XT- 25, XT- 30, Xf"' 30 iR: LOW AND STANDARD ENGLISH 12" 12" 12" f-'"'(305 mm) (305 mm) (305 MM) r- 1" (25 mm) Sealant 1"(25 mm) -i 5 s/a" (145 mm) 5112,tot Phi m000dd T METRIC L(25 13Va" 13r1e" Sealant 1" (25 mm6t T Figure 11;3: uw four naikfor --ryfrdl shingle STEEP SLOPE use four nails and six spots of asphalt roofing cement* for every fall shingle (Ftgrcre 11-4). Asphalt roofing cement meeting ASfM D4585 Type iT is suggested. Rooting Came t Appty 1" (25 nun) Spots of asphalt roofing Cement under each tab Carney. Figure 11-4.• usefown4as and six spots ofasphaltcmrr 101; steep slopes. CAMOM Excessive use of roofing cement can cease shingles to blister. 6. 4.1 Hip & Ridge for CT20TM XP" 25 XT"" 30 XT" 30 IR: Cut Shingles 1 ,. I r. .1 I-+ 2" ( rtrn) Remove.,,. 1 It 1f it V12.. Cap Gapm) Shingle Shingle Shingle Figure 11,24.• cut tabs, then tr#a back to make 4 shingles English dimensions shorm). g` Ve1 t mR I °odP\ai tl Figure 11-25: Inskdlatian of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolasticm NPI " adhesive or Henkel "PL@ Polyurethane Roof & Flashing Sealant, in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-Rii Exterior Research and Resign, LLC. FL5444-R10 Certfcate of Authorization #9503 FBC NON-HVH2 EVALUATION Revision 11: 12/0&/2016 Page 4 of 12 6.5 LOW AND STANDARD SLOPE Use sa nails for every full shingle located as shown below. Nall Line Nail Na Line , 1' (25 MM) 1- (25 Figure 2: Use six nails for suer}' full shingle. V TRINITY IERD STEEP SLOPE LFse sa nails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 min) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type U is suggested 1- (25 awW IV* ( 05L Figtarr 3: Use six nails and four spots of asPbelt roofing cement on steep slopes. 6.5.1 Hip & Ridge for Arcadia'": Cedar Crest, Cedar Crest' IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y-inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "SonolasticO NP1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Hand -sealing adhesive a 4° 1 aA4 ILI 3t4° I.4- 1" Dab of asphalt cement between 1p shingle layers Evaluation Report 3532.09.05-R11 Exterior Research and Design, L.I.C. FL5444-Ri0 cert179cate ofAuthorization tt4St13 FBC NON-EiVHZ EVALUATION Revision 11: IV0817016 Page 5 of 12 6.6 Low and Standard Slope 212 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. FEA 11 '00NOMM o Ad&timW ras if WdM& Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement'* for every full Belmont shingle. Apply asphalt roofing cement 1° (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. B 519' 11127 (38 W } 42Mrsrr} lem t'(25rrmj C11,e wmrKigeo 6.6.1 Hip & Ridge for Belmont - 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest', Cedar Crest' IR hip and ridge shingles. 6.6.1.2 Option 2: Shanglel Ridge l 18• Ex osure Remove tape p from the right side 8• and fasten f SECOND Fasten the RIGHT left side 8s e FIRST LEFT Figure 17-19btstaUation of Sbangte® Ridge sbingks Figure 17-18. Sbangk* Ridge. on bibs and ridges Figure For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with Cer'tainTeed requirements. Evaluation Report 3532.04.05-R11 Exterior Research and Design, U.C. FBC NON-HVHZ EVALUATION FL5444- R10 certift= te ofAuthorfzation t19SQ3 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLES: STEEP SLOPE LOW AND STANDARD SLOPE Use five nails for every full Sharree. 25 mm) (25 mm) 5/B" " 6 /8„ 16 mm) (220 mm) Figure 174. lire fire nails for ereryf di Grand AfanorSbangle, carriage 11ouseSbangle,orC dennialSlate. 1 TRINIlI' I ERD Use seven nails and three spots of asphalt roofing cement for every fail Grand Manor Shaagle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangie and Ceutenaial Slate. Apply asphalt roofing cement I" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting AM, D45861j?e II is Suggested. I Inw,100J6104- J% J/.1 25 nan)T Raafing Cement Figure 175 WUn installing Grand Afanor Sbanghn on steep slopes, sue serer nails and tbree spots ofasphalt roofing cement. Hip & Ridge for Carriage House Shangle® and Grand Manor Shan: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LANDMARKT`", LANDMARK"" IR, LANDMARK TM PRO, LANDMARKT" PREMIUM, LANDMARKT"" TL, LANDMARKTm SOL.ARiS, LANDMARKT`" SoLARIS IR, NORTHGATE: LANDMARK TL LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12" f+-(305 min (375 mm)- -(305 mm)-{ 1112 f • t" (25 min) Naie Area NorthGate: WE NAttttc 12" AREA .r (305 man) r (25 min) 14 TV 375 min) —+ N&V t umb Dpper nail fna A.uvrernaaire 0 r"igum 13-t- Use fors nails for ermfull sbingle- rP 12, N*VWWtorlow and #jkNWd*p;sM2to21rt2) Nal between upper & bees Imes as stator above. Evaluation Report 353Z.09.05-1111 Exterior Research and Design,LLC. FL5444-R10 Certif7arte of Authorisation #95Q3 FI3C NON-HVHZ EVALUAIIQN Revision 11:12/08/2016 Page 7 of 1Z STEEP SLOPE use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTINf D4586 Type H. apply I” spots of asphalt roofing cement unde each corner and at about 12" to 13' in from each edge, METRI( DIMENSIONS LANDMARK TL 12" 305 mm) 1414 375 mm) t 1 —r305min) ( 25 min) 1-rt-1`125 mm) I R*17p, 1"(25 mm)-l — til Area rrSteep 1 I: mm) 25 mm Raafing Cement NorthGate: STEEP 12" 14-314" SLOPE 1-1-4305 tam)—r- (375 mrr) NAILING AREA Winr mm) betty .jttit-1°(25 i RINITiIERD I F pro, Figure 13 S: Use six nails andfour spats of aspbaltmofingcement on steep slopes 12" IT 1"(25 mm' Nailing areas for steep slopes (greater than 21:12) and "storm-Nalling" Nail between lower 2 nal Ines as shown alcove. 6.8.1 Hip & Ridge for Landmark—, Landmark' IR LandrmarkTM Pro LandmarkTM Premium Landmark' TL LandmarkTM Solaris LandmarkTM Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 12` 9? 2b 305mm) 5/141(— O m-m( 415/16" B 6" (125mm) I 025mm) 050mm} I 050mm) Notch for cerrtarmg 12 15mm) NresftuArgnmetrtm the Top Edge of the Previous 7' Captor5"(125mm)Exposure English Dimension Shadow RidgeTM Exterior Research and Resign, LLC Cer<cote of Authorkation #9503 FBC NON-HVKZ EVALUATION Notch far Centering 131/4' 337mm) NotchesforArignmerdm 75f8• the Top Edge of the Previous m) Capior557r(%mm) Bgxsum Metric Dimension Shadow Ridge'" Evaluation Report 3537-09.05-R11 FL5444-R10 Revision 11: 1Z/08/2016 Page 8 of 12 t TRINITY I ERD 9 27M 250 nm) . 415f t6 (t25 mm) 13 1/8" l—(333 mm 5/8` * j't'_6 5/8' Centering N&h (168 mm) 4 168 mm 131/4' f Centering 337rnrn) Align tl! ! Notch 13 1/4' r'orhts to top 7 (337 mm) edficof (194M) Align these/,/ 75V paovious 000M notches to top (194 mm) edge of previous course. . NorthGate Ridge NorthGate Accessory rk-- Laying Notch 1 I I 125mm) 1 1 Ili"ice".. e' p'sufe I Figure 13-20: Use la}dngnotches to center shin& on kips mad ridges; x1d to ba* the correct ezposr M 6. 8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastics NP1'""" adhesive or Henkel "PLC Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 8.1.3 O t ion 2: Refer to instructions herein for Cedar CrestTM, Cedar Crest- IR hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design,LLC. FL5444-R10 Certificate afAuthorization #9503 FBC NON-HVHZ EVALUATION Revision 11: 12f 08/2016 Page 9 of 12 F)o JTR1N1TYj ERD 6.9 PRESIDENTIAL SHAKE—, PRESIDENTIAL SHAKE- I R, PRESIDENTIAL SHAKE TI-, PRESIDINTIALSOLARIST" LOW AND STANDARD SLOPE: For low and standard slopes, use five nabs for each full presidential shingle as shown below. Nailing i*—^------ 40' Guide Lines (1016 mm) 51/4' 133 mm) 14114' 1 1/2' 38 tam} (362 ) NOTE: Apply nails on painted guideline. STEEP SLOPE: For sleep slopes, use nine nails for each full presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shingle tab. ditar applying 5 nails in between the nailing guide lines, apply 4 nails 1" above tab cutouts maidng certain tabs of overlying shingle cover nails, T 1' diameter asphalt roofing cement Figure 16-6 Fa;hmingPMtdential and Fresldeniial7Z Sbabe sbinglas on loin and stand rdslopes Figure 16--7.• Fastening Fresidenaal and Presidential T/L Shake sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake', Presidential Shake'" lR Presidential Shake TLT" Presidential SolarisTM' 6.9.1.1 Option : Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two f2s- teners. The fasteners must be 13/4, long or longer, so they penetrate either 3/4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12' x 12"; Portland, ORproduces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NP1TM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 O ti`ton 2: Refer to instructions herein for Cedar CrestT", Cedar Crestr" IR hip and ridge shingles. 6.10 1 HATTERAST" : LOV4 STANDARD AND STEEP SLOPE figure 15.1 Faskabtg Ar&1 as 2111es as Lou and Simrdard Iopoc For lmr and standard slopes, use five nails for each fnfi Rnuem shingk as shosm alxnme APgare154 nwenin:tlarurrtrSblugiat- Map S/" For steep dope, use fit, naiis and dgk spats of aspbak moling cement for cub (afi nsuetns shiaole as shaua ebm Apply " 25mm) diamda spots of roofing cement (ASrM D 4586 Type n suggeaed) under each tab corner. Preis Alogie into place; do not expose cement CALMOR: Too muck rooftag cement can cause shtngies to bngec Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLG FL5444-R10 Certificate of Authorization #9503 FF3C NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras": 6.10.1.1 Option 1: Accessory for Hatteras mac; .;t%^'•;. ;as:;?; Figure 1514. 18 gzee piece units separate to make 54 Hatteras Accessory sbingtes 6.10.1.2 Option 2: Cut Hatteras Shingles g„ — 0 min) I I I I I Cap Cap Cap Cap Shingle Shingle Shingle Shingle a 'ON 46118 " t203Pill min) Figure 15-20 Cut Hails$ sbtngles to make covar CO. Figure 15-21.• lnsWatfon of caps along; btps and rids 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic' NP1"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE", HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE: STEEP SLOPE use FIVE nails and EIGHt' spots of asphalt roaflag C—r Poi each r Pall Mond Slate shingle. For Miami -Dade, SIX nails are required. r^- AFPlI 1' diameter spots of asphaltroof(ng cement ender each tab r cornet Asph&roo&g cement meettug AM D4586 Type A is suggested. Mmmi•Dad requ'ra ffiX,Bt tNro ndb itWalisd avercaNer —a.i a ulaahawn} '' Ptgare u3: Use FYPBnaAsjoream7.fF&f Pm s sbingle R4wniDa tqurtt SDCimAs@n reb Ftgta'e 11:11: Use FHB nags and eW slats of aspbatt roofingC=Mt uadar each tab W"W CAUTION; Excessive use of roofing cement can rinse shingles in blister. 6.11.1 Hip &Ridge for Highland Slate"" Highland SlateTM IR: Refer to instructions herein for Cedar Crest"", Cedar Crest- IR or Shangie Ridgey" hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 Certificate ofAuthorizotion#9503 FSC NON-KVH2 EVALUATION Revision 11: 12/08/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below. Sealxat 64— i (Taw) 156 min} VrTRINITYIERD STEEP SLOPE Ose FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting AVM D4586 Type H is suggested Apply V(25 mm) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6-trE' I Roofing Cement I3 Pffo 6,12.1 Hip & Ridge for PatriotT': Refer to instructions herein for Cedar CrestT", Cedar Crest' IR, Shadow Ridge', NorthGate or Shangle RidgeT" hip and ridge shingles. 7. LABELING: Each unit shall bear a permanent label with the manufacturers name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / 11905.2.6.1. 7.1 7.2 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9, MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 OA requirements. 1,0. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - I.I.C. valuation Report 3532.09.05-R11 Exterior Research and Design, Ccrt'$lwze afAuthorhaUon rt3SQ3 FBC NON-HVHZ EVALUATION RevisionRevision 11: 1Z/08/2R102J08/2016 Page 12 of 12 3/2/2018 Florida Building Code x R A s yes fl >fx t a, 1t tfg f I ix'' WB d at it Y eai rJill BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approvald' r USER: Public user Product Approval Menu > Product or Ap lipcationSearch > Application List Search Criteria Refine Search Code Version 2017 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# y TYug Maoufagturer Validatgd Ry Status FL15216-R3 Revision InterWrap, Inc. John W. Knezevich, PE Approved Hi ory Category: Roofing 954) 772-6224 Subcategory: Underlayments Approveu uy uorm. mppwv— uy uurn anon u ,Gv..G .._.. _...,,,., .., ... . ...... ..........._. _.... . Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone• 850-487-1824 The State of Florida is an AA/EEO employer. CQ29h5.2Q07-2013 State of Florida.:: viva „$tatemen :: Accessibility Statemens :: f n t m n Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here, Product Approval Accepts: ZWOERMW Credit Card Sate https://flor*idabuilding.org/pr/pr_app_lst.aspx 1/1 3/2/2018 Florida Building Code Online a b Product Approval q usER: Public User Product ApQroval Menu > Product or ApAlication Search gpplication Lis[ > Application Detail FL # FL1S216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551)574-2939 mtupas@interwra p.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216_93_CQI_2017_01_M_I Nieminen,pdf Stpirlidard Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 https://ftoddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRAdhyl2u8kQGnf9ayHyTiLG8tWOuK8nwXA%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: Na Installation Instructions FL_RR_II_2017_10_FINAL_ER_jNTERWRAP_RHINOROQF Fl2 16- R3.affApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216_R3_AE_2017_lg_FINA _ER pff Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road,T§Ilahassee FL 32399 Phone: 850-487-1824 The Slate of Florida is an AA/EEO employer. Copyright 2007-2Q13 State of Florida :: Priva y Ssatement :: Acc . i ili Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. "Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 Gard Safe https://floridabuilding,org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGnf9ayHyTiLG8tW0uK8nwXA%3d%3d 2/2 r- 0@o~ r-Q EVALUATION REPORT ntemvrap,|nu. 22923Mission Way Mission, BCV2V'6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC Certificate of Authorizption#9S03 ss8cHmsnANSTREET, UNIT #13 Y OXFORD, CT 064/8 PHONE: (zos) zsI-ez4S Evaluation Report N0S1U 2.1%-R2 FL15216-R2 Date ofissuance: U2/17/2V12 Revislon2:U4/27/ 2O1S SCOPE: This Evaluation Report bissued 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.or use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code secbons noted herein. DESCRIPTION: RhinoRoofUnJadaymeNs L« asums; Labe ling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CownmusuCompumvcs:This Eva\ uadunRepo isvalid und|such measthe named product(s)changes, tber renced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by thenamedclientconstitutesagreementtonotifyRobertN|eminan, P.E. if the product documentation chan es Thn yERDrequiesaromp| etereviewofthis chan esurthereferencedOu UtyAssurance. / Evaluation Reportrelativetoupdated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words 'Trinity IERDEva|uated"may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. mspscrnm:Upon requex acopy ufthis enbreEva|ua onReport shaUbeprovided tothe user bythe manufagureror its distributors and shall beavailable for inspection atthe job site atthe request ofthe Building Official. This Evaluation Report consists ofpages 1through l prepared by: Robert J'NLNieminen P.E. Florida Registration No. 59u66, Flpridaoc4 AwE1983 Th. bcsimile seal appearing was authorized by Robert Niernmen, p.L on 04/27/2015. This does not $ am as an electronically stilimed document Sillead, sealed hardoopies he- been transmitted to the Product Appr l AdministTator and to the named client CERTIFICAMON OFINDEPENDENCE: 1. Thnuv|ERDdoes not have, nor duo it intend to acquireorwill it acquire, afinancial mtere_ in any company manufacturing or distributing products it evaluates. d n v||edhvany company ma uhnoorduthbp#ngp duc=m\ua s. Z Thnnv|oi»c» wneu'opea»c or» mvw|\acqu|r a naoda|~'~~inany company manu#unngp'di#b«dnopnoduc for vbe^n)n p c uo=snqnnnvcnorinterest which the evaluation reports are being issued. ^. Robert w}wminen,P.E.does not have, nor will acqu'afinancial i imenestinanvutherantityinvu|vcdintbnapP, o«a|pn»cesofrhe 5 podtbpi|dmup, dcs|va on we herThnuy|snonorxohe N)minen.p un in nywothe ow,\onerofRecord for any myu* w } ons h peo is v s,,edfo,pennn nourdes\gmeu|dancevn|es,r mmcd pn on hich/\y[v|ua onxep orp ou, eo = specifically for that purpose. F"'to J TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with theintentoffollowingsectionsoftheFloridaBuildingCodethroughtestingInaccordancewithapplicablesectionsofthefollowingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Standard Year Section 1507.2.3, 15075.3, T1507.8, Properties Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.95 on Heating 2005 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 1507.9:3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Reference Date EntityExamination 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395002 10/27/2011COQ- ITS ( TST1509) Physical Properties 100539395COQ 006 03/14/2014 ITS ( TST1509) Physical Properties Control Inspection Report 11/17/2014 iTS ( QUA1673) Quality 4. PRODUCT DESCRIPTION: 4. 1 RhinoRoof U2o is a multilayered polymer woven coated synthetic roof Underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5. 1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of RecordforanyprojectonwhichthisEvaluationReport, 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 Gassification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5. 4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced Within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5. 5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: RoOF COVER OPTIONS Asphalt Wood Shakes Slate or Nail - On Tile Foam -On Tile Metal & Shingles Simulated Slate Underlayment Shingles RhinoRoof U20 Yes No No Yes Yes No 5. 6 Exposure Limitations: 5. 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6. 2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirementsforASTMD226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Evaluation Report 140510.02.12-RZ Exterior Research and Design,LLC. FL15216-RZ Certificate of Authorization #9503 Revision 2: 04/Z7/2015 Page 2 of 3 t I RINITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4 12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underiayment, 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 Double Laver; 2.12 < Roof Slope < 4:12: d side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. End (vertical) laps shall be minimum 12-inches an Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -widthsheetoverthestarter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-EfL/Wamock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-RZ Exterior Research and Design, LLC. FL1SZ16-112 Certificate of Authorization #9503 Revision 2: 04/z7/2015 Page 3 of 3 Florida Building Code Online Page 1 of 1 U w , , Registration f Hot Topics ; Submit Surcharge ( Sta[s &Facts { Publications i FBC Staff BC75 Site Map BM Home Log In I User Regi Unks Search Florida V_," Product Approval y t t USER: Public User Si+ mau.v. Product AAooroval Menu s Product or Aoolication Search > Application Ust Refine Search Search Criteria 4 FL# 16S68 201 CodeVersionALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other Al Search Results - A Icarlwns Validated By Status FIA Tyag Manufacturer EI 16568 Steven M. Urich, Approved Revision MILLENNIUM METALS INC. PE 91 Category: Roofing ki14Lx Subcategory: Roofing Accessories that are an Integral Part of the (717) 317-8454 Roofing System Approved try DaPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. gntact USUs :; 2601 Blair one ROAd. ljlaha ee FL 32394 Phon .85i'f-$$7-1824 ht 20n7-2013 52te of Florida.:: Prl4dkv Statement :: Acre lblltN * m nt :: per+ nrt Statement The Stale of Florida is an AAfEED emPlayer. rr erg; ""= rrt o not send Under Florida law, email addresses are public records. It you do phone o t wa traditionalmall. If you have anyaddress questions,questions, leaseIn responsetoapcontat 0.487.1345.* Pursuant to electronic mail to this entity. Instead, contact the office by Pt by 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 not wishtotheyhaw one. The emalls; provided may be used for address, please Provide the Department with a email address which mmunication withtheIcanbe made available icansm Howeveratoilathepublic To determine are public if record. u are a licensee der supply PChapter 455, F.S., please dick here . Product Approval Accepts. ME NB Credit Card Safe i 1 rnl?n17 Florida Building Code Online Page 1 of 2 Ptaa+oAa¢aaarrnsHraF - . JIG ssional. Re qulat1fe , . Pro a>,s f cnt ue%agPi4Business9Bus ... _ , ;-- Id2 Product Approval usee Public User nt`!" ProOyet Aooroval Menu > ,,';.^2Vct.a: Aooticatbn Search > Aootiotion List > Application Detail FL16568-RI tINFL # Application Type Revision Code Version 2014 Approved Approved Application Status Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmocogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2o00.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EZ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Keystone Certifications, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Certificate of Independence F 16568 R1 COI CertOflndeD Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 r. _..._ 4 4 /'3A /104-7 Florida Building Code Online Product Approval Method Method 2 Option B 03/02/2015 ' Date Submitted 03/02/2015 Date Validated 03/05/2015 Date Pending FBC Approval Date Approved 04/15/2015 iumma of Products FL # Model, Number or Name 16568.1 "MMI-2" Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Resign Pressure: +N/A/-75Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 16568.2 MMI-2B Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Resign Pressure: N/A other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Back Page 2 of 2 Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions EL16568 R1 II 01 MMI 2 O ido V nt A TM_U-30_ Steel EVALRFPORT off Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports F 1656 0, ec nt nnrni 7 OffRidaeVent-ASTME330 Steel DIALREPORT. Ddf Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 81, 10' Nominal Lengths Installation Instructions F 16568 R1 II 02 MMI 25 OfTRidaeVent TA5 100 EVALREPORT.DdfVerifiedBy: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports F 16568 Ri AE 02 MMI 2B OffRidoeVent-TAS 100 EVALRFPORT.odf Created by Independent Third Party: Yes 2601 Blair Phone: 850-487-1824 The State of Florida is an AA/EEo employer. rol:1012Q077-2013ate of Florida :: Privacv Statement :: e c d JpM :: RnfimdStatement rds uest, do not Under Florida law, email addresses are conpublic re ndsby Phone or traudo not wantditionalmail. if you have any questions pleasour e-mall addressreleasedInresponsetoaecontact80.4874 • -Pursuant o electronic mail to this entity. Instead, Y F.S. must ress If Section 0 7 5(1 TheemailStatutes mayeffective October " ed for oitfdalim Imm uni tlon wtth thee, licensed dlicensee, Howeveremailaddressesarepublicrecord. If you do n an not wish to supthey ply a personaladdress, please provide the Department with aanfr al address D can be made available to the public To determine If you are a licensee under Product Approval Accepts: Credit Gard Safe MILLENNIUM METALS. INC. 10200 Eastport Road Jacksonville, Fl 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. EwpoRT.A.NT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Length Net Free Area (sa in) Cut Out Size 4> 115 46" x 2-1/2" 6' 175 70" x 2-1/2" g> 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent Nail must be ASTMF1667 compliant in accordance with Florida .building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Alumiman available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge (.0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min ASTM B-209 Alumlman h only awdlable rv&b dd dwble baffle dui D R-Wa Pro&Id4pro-a Page 1 peciati-y CBUCK, Inc.Certificate of Authorization #8064 Structural &ngineer'inq Evaluation Report MMI-2B" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 . for Florida Product Approval FL 16568.2 R1 Florida Building Code Sth Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deckx,,,s,,, Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No.15-104-MMI-2B-ORV-ER_14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 t1. isu No 31242 - 441 C'> s` o+saa¢y %,ned by- James L Buttner. P.E. 2015.03.0210:57:51-05'00' CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 FL0t FL 16568.1K1 Date: 2/26/15 N~=.N> N @N 0~0= Report O`: M oxv`\4 N N} N 8 &m Nw wma m-m ww °~ Page 2,. , of Authorization #8064 Millennium Metals, Inc. Product Name: "MMI-2B" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product3ub-Category Roofing Accessories thaterean{ntegra\partoftheRoufingSystem Compliance . 88e hod' State Product Approval Rule 61G20- .0US(2)Ud produ"»"^=^ "WW|-28"off Ridge Vent with Detachable Baffle Description: Steel or Aluminum Off ridge vent for shingle roofs mechanically attached to plywood Deck. 4 d p f pn u m m a& p,pduc/sen b|yas Evaluated: standards: 1 Off Ridge Vent Z- 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: 1S/32/nin.\orgreater plywood, ogravity ofO 2) orVJoodp nk(min.-specific FL #: FL 1656$.1 R1 Date: 2 / 26 / 15 t ry Report (o.: 15-104-MM-2B-0RV-ER_14. l..l 1 j beef in Page 3 of 7 specialty CBUCK, Inc. Certificate of Authorization #8064 structural Engineering 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. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of soffit Ventilation Strip and Continuous or intermittent Ventilation system installed at the Ridge Area. 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 withRule61G20-3.005. 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 , e modiFloridfication of the product as evaluated in this report and approvedbY the ng Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 :12. Refer to applicable building code 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). B#, FL 16568.1K1 Date, 2/26/15 Report No.: 1,104-MM-2B-ORV-ER-14 C13UCK, Inc. Certificate Of Authorization 78064 7NW1 2B"OffR geVentvv hDetachab Baff components/Materials Ridge Vent: by Manufacturer):. Material TypeSteel Thicknes: 26QauDe (min.) Yield Strength: 4Oksimin. withCunosionResiance In compliance . . . ASTM A792 coated, or ASTM A65369Ugalvanized steel Aluminum--- O. OZS"n Thickness: ( min.) AlloyType: 3I05-1-114 cdon 1507. 4'3' Corrosion Resistance: | ncompliance withF8CS ASTM82O9 Nominal Dimensions: Vvmzn: Base Fastener: Purpose: Type Size : Corrosion Resistance: 44/ 2" Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x1- 1/2" Per FBCSection 1SOG. S Per ASTN|F1667 ' Purpose: Alternate Fastene ch R Ve/Ron to Hex-Head\oodScrew Type: in.) #1Ox1-1/"( m 1506.6 d15O7/4 Resistance:Con s nPer FBCSeconanStandard: Per ANSkY\ K4E 818. 6.4 Roof Cement' Asbestos -free asphalt based roof cement WfSBSrubber Type: Application Size: 1/"thickminimum Per ASTMD3O19Type Ui and ASTM D34Og FL#h FL1656K1nl Date: 2/26/25 on c 8N N .Report o,: 1 zo N N|N` 8 D 0m n* page 5of7 N m= um* ~ _ of Authorizotion#8m64 ot~c"L~c5 engineering Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges ofthe ridge vent. Cement should beu1/4!' extend (Install cement iucompliance with manufacturer's installation gu\de|ines.) m Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4^o'c. Attach vent top ands|deflanges todeck with nails nrscrews spaced 4"o.cand l-1/2"from each end. Minimum fastener penetration thrubottom ufsupport, 3/ 16". install the "MMI-2BOff Ridge Vent with Detachable Baffle" assembly incom w hthe instoUadonmethod Ustedinthbreport and oppUoabiecode sectionsoFuC5thEdition (2O The method described herein b in accordance with fac±ore sin aUationins ruct/ons r Refer umanu the scope ofthis evaluation repo . manufacturer'sas asupplementalguideforattachment. 1 TAS Test [ OOrganization &n ectundTesdng,|nc(FB noan ^ ' Report#\ D0249. 01-450- 18, Report Date: 8/29/ 13 2 Quality ' Ce Ui ions,Inc.(nc /CWA\D'. 1824) By Keystone Millennium Metals Licensee #423 3. Certification ofIndependenceByJamesLBuckner, P.E.@[8UCKEngineering FBCOrganization #ANE181G) FL FL 16568.1111 Date: 2/26/15 Report No,: 15-104-MM- ' 2B-ORV- ER-14 CBUL. 1 F=ngineerinc; Page 60f`7r,,. N -- CBUCK, Inc. Certificate Of Authorization #8064 5jTLjcfturaI EngineEPCIng Installation Method Millennium Metals, Inc. Wood Deck IMMI-2B" off Ridge Vent with Detachable Baffle Attached to 4 Profile Drawings 5-1/2' , , Mm-Z" Steel off Ridge 121, 18-1/4" 3- Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 rrjrL Wood Screws Typical. Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Shank Roofing ail Screwswse Detachabie Baffle fTwo piece I #iat slides -Pjy ood Deck Iinto lower flange of vent and secured with fasteners Lower Slope spaced 4" o.c. (Front) Typical Side View (Not TOScale) Higher Slope Back) FL #: FL 16568.1 RI Date: 2/26/15 Re 15 enlivneering Pageport No.: 7 of 7 MM-26-ORV-ER 14 CBUCK, Inc. certificate of Authorization #8064 5pEx—lc-3"jj Struc:tural EngirleerIng installation Method Millennium Metals, Inc. IMMI-2B" Off Ridge Vent with Detachable Baffle Attached to Woo I d Deck 1 1/2"o.c. 4!' o.c. 11/27 4!'o.a Typical, MaArnurn Typical Fastener(s) M nn, 11 Gauge Ring Shank Roofing Nail i3ase Flange OR 10 min. Mod Screws Top Plan View (Not TO Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft Z" 6 Ft. X 8 FL 10 FLI Detachable Baffle that slides into lower flange of vent and secured with fasteners spaced 4!'o.a Typical Fastener(s) ii Gauge Ring Shank Roofing Nall OR 1 o miry Wood Screws Typical Ridge Vent Assembly isometric View (Not To Scale) 10200 Eastport Road Jacksonville, FI 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. PreparationToprepareroof for installation it will be necessary to determine how many and what type of vents will e needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent This typically includes nails that are to be 3" within thebodyoftheventShinglesandexistingnailsshouldremainonthebottomslopeuptothecutopening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment orshingles. The cement should also be installed on the vent completely cover back and side flanges. The cementshouldbe '/4" thick and should extend 2" onto the underlayment The lower portion of the vent should alreadyhaveshinglesinstalleduptothecutopening. The lower portion of the vent should sit on the roof cementShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwith cement B. Opening & Positioning This allows a minimumThecutopeningshouldbepositionedaminimumof10" from the back flange. clearance of 2-112" from the roof to the top of the vent The vent should be centered horizontally over the opening. Off Ridge Vent Installation Chart Le A Net Free Area (sa in l Cut Out Size 4' 115 46" x 2-1/2" 6, 175 70" x 2-1/2." 8. 235 ' 94" x 2-1/2" Table 11 10, 295 118" x 2-V2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedon drawing. shank 2) of 1-112" ring center. The nail de, shoand tobew flange e from the edge ofthe flange and 1 l/2'° from the comers of the vent Nail must be ASYMF1667 compliant in accordance with Florida Building Cade .Section 15. Millennium Metals mamufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Czalvalume Steel 26 gauge (0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 A179 min ASTM A-755 Ptd Steel Commercial Steel T e B Ptd Aluminum .025 min ASEx B-209 Aln imm it 041 aYXWZt 7WA detacltakle ba•(jtaduc to F7mida ProdrvliipprovaL Page 1 3/2/2018 r# ,f Florida Building Code Online 4 OEM l a ess anal'+ N i latr n }y f, ,rx 11:= s g rya h?X+f¢. iCIS Home Login user Registration Hot Topics Submit Surcharge Stats & Facts Publications F6C Staff BCIS Site Map Links Search Florida A Product ApprovaldUSER: Public Userr , Qrodud Approval Menu > Product or Anpjication Search > Application List Search Criteria R fin arch Code Version 2017 FL# 17867 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Zyn Hanufacturer Validated By, n," FL17867-R1 Revision Lott's Concrete Products Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Thuy H Huynh 813) 645-0166 Approved History 8ppravea uy uorrt. npPiuva,a wy contact Us :: 2G,Q1 BIa1L$tone Road, Tallahassee FL 32399 Phone: 850-4 7-1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.ility Statement :: R_f nd Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click }der. Product Approval Accepts: Credit Card Sate https://floddabuilding.org/pr/pr_appjst.aspx ilim 3/2/2018 Florida Building Code Online 1,64 mv u M Mi4,1 to 71 Florida Pr- duct Approval 9kIU ER* Public User Product ARqMyAL_M-q-riu > Product or Anplication Search > 6kplication List > Application Detail FL # FL17867-Rl Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/ Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol. com Authorized Signature John Hoy jhoy@florida- engineer.com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John Hoy Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh 1 Validation Checklist - Hardcopy Received Certificate of Independence FL1786 _B.1_COI_FES Letter of Independence. p§Lf Referenced Standard and Year (of Standard) Standard AC1318 AC1530 ASCE 7 Equivalence of Product Standards Certified By Sections from the Code Year 2014 2013 2010 https:// fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt2ZOX6B2Yl Ut7sLOYPCCEHfltaXBIR74C9WKGZFr%2f1 cg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/14/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 17867.1 Lintel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867_Rl_II_FES Letter of Installation.pdf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867_Rl_AE_Sin Shops and Load Tables.pdf FL17867_R1_AE_FES Letter of Evaluation 8in.pdf FL17867_R1_AE_FE _Letter of QC.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: a® eCheck Credit Card Safe https:lfloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YlUt7sLOYPCCEHfltaXBIR74C9WKGZFr%2flcg%3d%3d 2/2 Einig ergm? Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, .Inc. — CA No. 26300 — (Maio: PC Box 1238 (PhysicaD: 12620 Curley St — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 3521588 — 5411 Web: www.fl )Hda-encliheer.com 11 1 P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 0VtORMS' Landscaping Right -of -Way1877— " www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688,5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Call b$fW* Pu ft 1 . Project Location/Address: 3738 Crawley Down Loop, Sanford, FL 32773 f;R1 Driveway -1 Walkway F-] Other: 2. Proposed Activity: 1/'11 1 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home — I This application is sub PMPGKY Owner Signature: - A Address: 4307 Vinel* Phone: (407) 692-9831 Print Name: Tracy McDonald Orlando, FL 32811 Fax: Email: trmcdona@nvrinc.com Date: 03/05/2018 Maintenance Responsibilitieslindemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement 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 employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way, I have read Signature: the above statement and by signing this application I agree to Its terms. Date: 03/05/2018 This permit shall be posted on the site during construction. Please call 407.688.6080 24 hours In advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: November 2015 ROW Use Driveway pdf 3/5/20,18 SCPA Parcel View: 17-20-31-5VC-0000-0830 Propel y Record Card Parcel: 17-20-31-5VC-0000-0830 r tY r Property Address: 3738 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information Parcel 17-20-31-5VC-Q000-0830 Owner BRISSON WEST PROJECT I LLC Property Address 3738 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSIN T N RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market I Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $45,000 14,000 Land Value Ag Just/Market Value'" $45,000 14,000 Portability Adj Save Our Homes Adj $0 0 Amendment 1 Adj $0 0 P&G Adj $0 0 i Assessed Value $45,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Eli I Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 83 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 45,000 0 45,000 Schools 45,000 0 45,000 City Sanford 45,000 0 45,000 SJWM(Saint Johns Water Management) 45,000 0 45,000 County Bonds 45,000 0 45,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Wk . Land Method Frontage Depth Units Units Price Land Value LOT _ 0.00 0.00 1 _ $45,000,00 45.000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetaiI.Scpafl.org/PareelDetailInfo.aspx?PID=1 720315VC00000830 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: .. Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 0 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC12575 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this 200 1R by Robert Lattanzi or o who has produced identification and who did (d: Notary Seal) KRISTIN R ROLAND Commission # GG 123381 Expires July 11, 2021 Rev. 08.12) day of _t)n_o- who is cg Notary Public - State of modo-, Commission No. My Commission Expires: -71 It I as FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot83KensingtonReserveSummedandCGRW Builder Name: RYAN HOMES Street: 3738 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 } 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 289.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft' 6. Conditioned floor area above grade (ft') 2421 b. N/A R= ft' Conditioned floor area below grade (ft'} c. c. R= ft' 11. Ducts R ft' 7. Windows(229.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor. Dbl, U=0.35 184.44 ft' SHGC: SHGC=0.29 b. U-Factor. Dbl, U=0.62 40.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.33 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.095 Total Proposed Modified Loads: 67.37 PASS TotalBaselineLoads: 68.44 7. 7 1 hereby certify that the plans and sp ifications covered by this calculation are in compliance the Florida Energy Review of the plans and specifications covered by this Q v$E S 0 Code. calculation indicates compliance with the Florida Energy Code. F. rnrr: PREPARED BY: ~ "' Before construction is completed rz DATE: 9-7-18 Rnntt Pratt this building will be inspected for 0a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy k_ OWNER/AGENT:BUILDING OFFICIAL: DATE: 2 18 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.50 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 2/ 7/2018 2:57 PM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 N A R C R IT E C T f SQ.FT. CALC.'S IST FLR. LIVNG IOW $a FT. 2ND FLR LIVING U331 Sa FT. TOTAL LIVING 2,421 Sa FT. ENTRY 35 5a FT - GARAGE 4" 5a FT. TOTAL 2,915 SO- FT, PATIO 24 Sa FT. CCWCMR AM CLAMMn WW WFCS MW ww EXFOMM FCIT S SE+OCPD Wm CALL4 ear TIa WKM me Im vw no WIMMWAGE 1 R1 16 -0 OWjD IT' 84' 5 2480/-30J6 2 24 3000 DR 3W 96' 4 30M.32.16 3 n 25.5H 38. 63' 5 2SAW-31A6 3A 11 25.5 4 38' 63' 4 2LL45/-30.% 4 33 2)25-SN T6' 63' 21.W-34W 5 49 6m Sw W cW 5 2631/-3330 6 rl 25-SH 3V 63' 4 28"-3055 WIND DESIGN CRITERIA A. BASIC WMD SPEED PlPF1 f3 SECOND GU5T) VIJLT- 50 / VA50-116 MPN B. M O NA- PRESSURE OOEFFICENT., J9 C. RISK CATEGORY•TTPE it D. EXPOSURE CATEGORY C NOTE, VALUES FOR CCPtPON 6 A CLADDMG PlIZESSURE ARE BASED ON THE Vult DESKaN WM SPEED. FHC,'R, 6TH ED. (20Y1) ALL040 THESE PRESSURES TO BE MULTIPLIED BY 0,6 TO MEET THE ALLOWABLE OR NOMNAL TESTED VALUES USED BY PRODUCT MAPRFACTURERS. NOTE, L FR1OR TO ORYIW.L MBTA.LATIO4 ON ALL FRAPM t INM 2'-C FRCT'1 THE R46W FLOOR ILL BE SPRAYED AW TREATED W TORATE' A 1'ER M TREATED SPRAT 3 il2' DlL TOPMAN 2 CG Y7FRA'W A CABINET SECTION 14'-4' _ v 4'-0' i—• PATIO O(2) 25.5N O 6er0 xm ! GREAT ROOM 9 r 4' a GRR eDINETTE 9 12'-4'x10'-0' r- 4-cm I 6'-0' 4'-2' 2'-10' ! b'-1111R' 11% • 6'-0' i 2'-10' m I I I 9 IO I42. e tl II a 3Ary YV ILt COCAP j i EITCHEN r- 4' OT:G. ISTLI>-- N LSJU. I y tl 44 4X4 27® C. f 4- SH v y ( iC v iA 8 I 2 -0' Q I S STUDY j 12'-4.x)O'-6. i DYER nT. O , EPWDRj j r-ruv rE 4 2 PED STUD Iq 11 , 2 l i I EL4TLIiC e` j o s 2 CAR GARAGE o i— I 20'-O'x20'-2' i Q ---_-__ T- 4'GLG.------__-- _-------------------- 8'- 8' CiG. LME OF M FLOOR AEIOY£ I I r- o$ L_ J ow. 0 ( ( x -a i R- 1'- 5. FIRST FLOOR PLAN SCALE: 114 . 1'-0' ELEVATION 'C' Design Grou 1a S" l M. RONALD REAGAM BLVD. LONGW000, FL327W PM: a07-77a6078 FAX: 407-T7"0788 r . aess;e tmw. AA : 0003325 —001 r T. THDrv. ac LAY: KENSINGTON RESEVE LOT # 83) MODEL SUMMERLAND VERSION# 01) PROJECT#: 0299' 7.000 PAGE: FLOOR PLAN 14. ARCHITECT STATE OF FLOMA DATE: 1/20/18 scA Xh 1/4"=1'-0' SHEET 3 Or 9 00WCMW AND CLAVC010 WV LOAD. W/L W W E2P'CMSE FM S!ocMD Gum CALL 0 WMM VNWRL'EBIWAT2ON 2C4E te0 W" 1140 liven NSI ITMOCTAGE 3 b EE56 36' bp 5 28b5/-31E5 2 5 3051-514 36' bill", 5 28b5/-3185 2A Q 304ID-FG M. 46. 5 296d-36.•10 28 b S6 36' 61, 5 28b5/-31.8Ta 3 b 3051-614 36' fill, 5 28,65/-3185 4 b 48, W 5 2343/-3W TErr 5 1. 61, 4 26b5/-3W b 5 1 36' 1 bi' 1 4 26b5/-3W WIND DESIGN CRITERIA A DAWC WIND $FEED MPH (3 SE00141D GUST) VU6_T.50 / VAS0.13b MPH Q INTEMAL PRESSURE COEFFICENT.. Z C. RISK CATEGORY-TT11 D. EXPY)SUFRE CATEGORY C NOTE: VALUES FOR COMPC NENT6 4 CLADDING PFESWE ARE BASED CN THE VUIt DE61GN UN40 SPEED. FDCR &TH ED. (2011) ALLOWS THESE F EF66URE6 TO DE M2LTIPLIED BY 0B TO MEET THE ALLOLLWBLE OR NOMINAL TESTED VALUES USED DY PRODUCT MANUFACTURERS. NOTE: L MWR TO M%IALL NSTAILADM CM A.I. FRA M PB'Kf6 2'-0' FWM THE MW FLOOR 6118E SPRAYED AND TWATED W SORATE' A TER M TFE.ATED SFFAY I — F'-8 3/ W. 10- 5 3/4' 2ND. 2, J 1.410416 DROP CEILING TO - V- 6. 2XA VEADEM A a 7 STAIR DATA: 17 RISERS 07.57' 10 TREADS 010' +1" NOSING LAND RAIL e pi 41 I SWEET b ,,, _ 42' HICaN Ij WALL W/ WALL CAP PWDR. Z' r 2,12 S.rP. T ROOM OQ11#:A3 READ \ \ 2N4 RE•SFORCPKi+EA sD 2x12 8T1YNiGE1F f3) SYP 6 SEC4JREo 6V 12d b'-S' OG N n j t KlC'KPLATE \ 1K LaDRlS 1 3/ 4'T4G SUO FLOOR- ------ 1 GLUED 4 NAILED1 2N6+ 24. Or— MAX ------- 1 2N4 P.T. PLATE SEO.M W IDd = NAILS W* OZ. MAX STAIR SECTION: 9'-4" BRIG. SCALE: 3tB • I'-0' LINE OF 5T FLOOR 55-M SECOND FLOOR PLAN SCALE: 1/4 . P-0' EL£VATICN 'C' A R C N IT E C T S GDeSO. n rou1G. 1441 N. RONALD REAGAN BLVD LONG WOOD. FL32750 PH : 407-77"078 FA( 4074744078 nna. oDtles18n8mup.ttm AA 4: 0903325 KENSINGTON RESEVE LOT # 83) MODEL• SUMMERLAND VERSIONy01) PP. OJECT#: 02997. 000 PAGE: SECOND FLOOR PLAN DATE: 1/29/18 SCALE: 1/4"-i'-O` SHEET 4 or 9 or CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ` Documented Construction Value: $ Job Address: -7s cy 'e_u ( wn % Historic District: Yes NoA Parcel ID: Residential Commercial Type of Work: New ddition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction " Plan Review Contact Person: Khrissv or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info d4 i-orlando.com Property Owner Information Name] Street: City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box 1117 Phone: Resident of property? : Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 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 Permit Application HOME in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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 Lion law, FS 713 The City of Sanford requires payment of a plan review &e 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 esiimmatod 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, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction vahre, 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. 91gnatu;-i4—.iA5-A Rex Print 6;v ie /Agent's Name ' Sigaaturo ofNotaty-State of Fronde Rate - Signature 6fCoahaQW1Agmt to A. Thomas Smith Print Ctmtmcior/Agrnt's Name S sa reo 'otary WertkCtw4Smdh DOD ! NOTARY PUBM Tx STATE OF FLORIDA C mn# G0136M t ° F,.>asites 8121/2021 Owner/Agent is Personally Known to Me Contractor/Agent is X Personally Known to Me or orProducedIDTypeofIDProduced11) Type of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical Mechanical PlumbingQ Gas Roof n Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads 11 — _ _— Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COAEMNTS: UTILITIES: FIRE: WASTE WATER Rcvbr June 30, 2015 Permit Appucation CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Y3JobAddress:- , Historic District: Yes El NoO Parcel ID: New Residential CommerciaIF1 Type of Work: New Addition Alteration Repair 0 DemoEl Change of Use El MoveEl Description of Work: 04-Y-) e") Plan Review Contact Person: Phone: Title Fax: Email: Property Owner Information Name Phone: L-I'Llfir` 12- Street. Resident of property? City, State Zip: jor0t. I 1, Contractor Information Name L2L Ily Phone: IStreet: L Fax: City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail; Mortgage Lender. Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. 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. S'h Edition (2014) Florida Building Code Revised: Junc. W, 2015 Permit Application 1% NQIICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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. Signature ofOwner/Agent Date Print OwncrlAgcnt's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID _ Type of ID J lignature of Contractor, Agent Date DQJV Print qontractor/Agent's Name IL Signature of Notary -State of Florida Date J'Ry 0444t' PPAMELA S TERNIjS M Cowrtission # GG m622 Expires August 7,2021 S- V4vd ThM Suog" NCIVY SM, Contractor/ Agent is, 4— Personally Known to Me or ProducedID _ Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical El Mechanical F] Plumbing[] GasFJ Roof E] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes[] Non #of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes n No WASTE WATER: BUILDING: Revisc& June 30,2015 Permit Apptication CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ l Job Address: ;<- "7 ` 3 "n joopHistoric District: Yes No Parcel ID: ResidentiaLo Commercial Ll Type of Work: Newo Addition Alteration Repair Demo Change of Use E] Move Description of Work: Plan Review Contact Person: Title: Phone: 0-1 Fax:4[--S5-;S- 3295,- Email: t G y s cgmn Property Owner Information Name Phone: Street: Resident of property? : City, State Zip: jContractor Information Name Phone: 40Street:t— r G 0 Fax: City, State Zip:Sat. State License No.: 0 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: " Edition (2014) Florida Building Code Revised; June 30. 2P15 Permit Application iC?T t'F; In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate 4'f1i t work will be done in compliance with all applicable laws regulating construction and zo i g. Signatureofovmer/Agent Date Si re of Contractor/Agent Print Owner/Agent's Name _ P ' t Contractor( ent's Name 16AI k I Signature of Notary -State of Florida Date Signature of No ry-State of Florida Date CHERYL. D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407) 04•0153 F1Wi RAN0WrVSd"icexQ"W Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Reviscdt June DESCRIPTION AS FURNISHED: Lot 83, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Jonathan Lamanno; NVR Inc. dbo Ryon Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM LOT 76 LOT 77 S 00*19'09" E LOT 80 REC. 112" I.R. 52.92 REC, 112- I.R. NO 1, 0. NO 1. D. C o Lo c) LOT 83 38.. 7' 38. 47' 47 4-4, LOT 81 r--7(AC PAD . 8.0, 1 1, 42' LiF-CONC. P 11.50, 30.0 1/ C) TWO STORY O RESIDENCE 6 F.F.- 30.48' LOT 84 ti n Q) LOT 82 CO n ti CQ CO 11.42' 8.7' COV'D. CONC. 11.42' 7' Ll 21.3' 11.50, 15.8' BRICK WALK BRICK 25.20 DR. 25.20' I 0 UTIL ESMT 0. 2' 0. 90.00' LOT 194 OFF' Of REC. 112",I.R. 5' CONC. WALK i REC. 112" I.R. NO I.D. NO 1. 0, B.B.) S 00-19'09" E 52.92' ya CRAWLEY DOWN LOOP 50' PRIVATE R/W) PROPOSED - FINSHED SPOT GRADE ELEVATIONS FRONT ;; S" PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW "Po IMPERVIOUS COVERAGE = 2,094# SQUARE FEET OR 33,01. SIDE - 5' FOR 40' LOTS OF GRADING TYPE A LOT CONTAINSSQUARE FEET SIDE - 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS 30.4' LIVING AREA CONTAINS 1 ,548± SQUARE FEET SIDE - 10' FOR 75' LOTS 9 CONCILANAI/PORCH CONTAINS 5461 SQUARE FEET SIDE STREET = 25' CRUSEYVWKER -SCOTT & ASSOC, ANC' - LAND SURVET YO-R,S' LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT Pjal- • POINT ON LINE NOTES. FFIELDTTP. TYPICAL IRON PIPE PR . POINT OF REVERSE CURVATURE aFLO 10 BOARD OF ITHEUNDERSIONEODOESHEREBYCERTIFYTHATTHISSURVEYMCMTHESTANDARDSOFPRACTICESETFORTHByIHEFLORIDAI. ROD 4. POMT Of COMPOUND CURVATURE P, PCC RAO. • RADIAL PROFESSIONAL SURVEYORS AND LAfPJCRS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SEC77ON 472.027, FLORIDA SIAR11,53 C.N.R CRONONCREFE MONUMENTEr IR 1'e, IR MR • NON RADIAL 4596 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. LCCO Rw/ NLB WE EDwp WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS CA C R POINTOFCALC, L ULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. CCGINNICHGNEW ccPERMANENTREFERENCEMONUMENTO , COMMENCEMENT PR. PU NOF4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN- TION F1 EELEVATIONCENTERLMEFF, NISH D FLOOR L VA S.Sj_ BUILDING SETBACK LINE I RELIED UPON Y 5. THISSURVEYISPREPAREDFORTHESOLEBENEFITOFTHOSECERTIFIEDTOANDSHOULDNOTBEPOBYANOTHERENTITY I&D NAILk DISK R/W RIGHT-OF-WAY BA, BENCHMARK 6. DIMENSIONS SHOWN FOR INC LOCA77ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. SMT, • CA P.B. • SASE REARING Z SEASEMENTRINGS, AREBASED ASSUMED DATUM AND ON THE LINE SHOWN AS SASE BEARING (B.&) 7, BEA DRAINDRAINAGEB. ELEVATIONS, IF SHOWN, AkC BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. TIL, UTILITY C L FC. CHAIN LINK FENCE 9. CERTIFICATE OF AUlUORIZA17ON No. 4596. IDFC WOOD FENCE I:iB CONCRETE BLOCK 20'— DRAWN BY. MLT TO OF CURVATURE • POINT T TOFTANGENCYIDATEORDER No. CERTIFIED BY. CES, DESCRIPTION RRCL ADIU PLOT PLAN09S -29-17 4198-17 L A NGTH D DELTA E CHORD C CHORD BEARING NORTH PLOT PLAN 01- 17-18 276-18 FORMBOARD FOUNDATIONIELEVS. 05- 25-18 .3199-18 FINALIELEVS. 08-24- 2018 5468-18 THIS BUILDING/PROPERTY DOES NOT UE WITHIN t nm 4 FIRA TOM X.GRUSENMEYER, R.L.S. 4714 1HF0 !00 YFAP FLOOD PLANE A5 PER _JA&=e W. ,;: oiT. R.L.,' #1 4801 ZONE X. MAP I 12117CO09OF (09-28-07)1