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HomeMy WebLinkAbout400 W 19 St 18-4629 New construction SFHCITY OF RDBuilding & Fire Prevention Division U L.l_V ® Y PERMIT APPLICATION FIRE DEPARTMENT f Application No: U' Documented Construction Value: $ Z5 d 6D C Job Address: Z%o w Historic District: Yes No Parcel ID: 3 <P " 9 - 3p - 40oC> 9 %a Residential 14 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: 1 64 32- Plan Review Contact Person:_ vC. 1JAJ_ Title: C1 Wver Phone: qQJ Jpq& 3 Fax: x51 Cc Email: C_1 r NA/aJ f 1"nti eNq I NeG f% 50 Property Owner Information Name _1 aatiQ5 1// eN II Phone: !Z2 62-.1 - 995-lp Street: r C7% G /' G - Resident of property? : A City, State Zip: / r yl TL cJ' 7 7 l Contractor Information Name ! Phone: 3 / -.3 77' /3 SCE Street: e.'Jx'J 4 cR k /q o e Fax: 3_19 p - '; ' " % ( 01- City, State Zip: -De- AL /U /a') EL 3 02 7 State License No.: (:!. G C_ Architect/Engineer Information Name: 160V41 6'JG / C P !' %/1/ 5r Gi Street:o^ x city, st, Zip: (mac 1 a ti( L - a Sl y Bonding Company: Address: Phone: 40 7-- 025 a ` 4o e-/33 Fax: M E-mail: C/i A<41 ; MAJe -Ay eC/i d C'or t. Mortgage Lender: - A-,rLq 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 installatio.t; has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, 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: 6" Edition (2017) Florida Building Code Revised: August I, 2017 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 p compliance with all applicable laws regulating construction and zoning. Si Lure of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name P2tractor/Agent's Na e i r6 ignat -S -teg%rigL Date Signatur of otry-State Date e „ e=Nlota, 1,, RV PV i,'' `%1PRY PV iiANNETTE BLANDooPBLANDNotaryPublic -State of Florida_tate of Florida_aCommission # u"G 060623 GG 060623o °PPAyComm. Expires Jan 16, 2018''FJan 16, 2018 Owneer tn IS Me or Contradrt rF7 gtrrtto 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: COMMENTS: UTILITIES: ENGINEERING: PA : c 1 Z-3-($ FIRE: Flood Zone: X-5C C- LtAC&ED of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: <F 2'2S,t? Revised: August I, 2017 Permit Application Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018133729 Book:9254 Page:1592; (1 PAGES) RCD: 11/28/2018 12:26:26 PM REC FEE $10.00 THIS INSTRUMPJfr PREPARED BSA Name: 10,,ems Vc- Address: .jeL "7 t)FarcY /GL .-I;'2 / /Ue NOTICE OF COMMENCEMENT State of Florida County of Seminole r} 2 3. .50, s l Permit Number: ( 1(1' 't Parcel ID Number: day 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. ESC IPTION OF PROP§il-TY (yegal description of the propert and street address if available) OFIMP OVEM/ENT: L Name: <,l'a- J j 'L - G Address:. 136.7 A/e. lF 'L , v rl L .T L 77 i' Fee Simplei leHolder (if other than owner) Name: Addresso r \ CONTRACTOR:,, jCTOR: Name: L- er1 Al 4. _S1aJ e-1 115 Address: 1,11-Laid fL 377 r Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided byction 713'.13(1)(b)i Ftorj fa Statutes Name: ` ``--r r \`/tj : J ( Address: —XC %% In adddiittion to himself, Owner Designates ' o7 7i1 9Pva rgn<a vu f i22 u , r'G . 1 % 2 5 \ _ To rrec eve acyofthe Lienors Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The ex tion date is 1' year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER ,A TER THI COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER'CHAF FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPR( NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON T INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH BEFORE C MMENCING WORK OR RECORDING YOUR NOTICE OF COMMEN Und p nalties of perjury, I de are at I have read the foregoing.and' to a est of my knowledge an be C / vl d G rLt TION OF THE NOTICE OF PART I, SECTION 713.13, S TO/ YOUR PROPERTY. A SITE BEFORE THE FIRST UDILR OR AN ATTORNEY in it are true e- owners signature / Owner's Primed Naf e,\ Fk)Wa Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be pennittedto sign In his or her stead: State of O i t 11 County of % JU The foregoing instrument was acknowled ed before me this % I'1 day of LV UQ %i\ .20 by. IG l-W.S /i'r( W10 ,-I I -e . Who is personally known to me Name of person making statement OR who has produced identification type of identification produced: gill'% ANNETTE BLAND Notary Public - State o1 Florida Commission # GG 060623 46 YJ My Comm. Expires Jan 16, 2018 -Notary Revision City of Sanford Response to Comments JAN 2 8 2018 VBuilding & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: e /o d Lr/- j'%l-,1- 1-O L , Z7 7 / Contact: r Ph: `1U7— 27-1 Fax: 9"v7 7Z Email: f Trades encompassed in revision: I ilding Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: L o < -! Tip` Gt r 7 ' ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering z - D' zD 19 Fire Prevention 11 Building Z''1 1 74 Revision City of Sanford Response to Comments JAN Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: 12V0 6 ZV, PZ77/ Contact: Ph: 7 — 2 Z — y9Srd Fax: yv 7 81P - UQ 7 2- Email: Ialm Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: LJdI/ 7Z.1z, e r •h ROUTING INFORMATION Approvals d; (5 '-'2,N-i9 CITY OF SANFORD FIRE DEPARTINi'IENT L+LJ I' t`1 Building & Fire Prevention Division PERMIT APPLICATION Application No: I L+ 6L Documented Construction Value:.$ Job Address: 171DD W / 2 t'j 51 P-e d'_ Historic District: Yes No Parcel ID: 3 <P " ) 9 3p - s"o(- 0000 - Residential [ Commercial Type of Work: New W Addition Alteration Repair Demo Change of Use Move Description of Work: /o%1%A) h Ou se Plan Review Contact Person: [ 1 GZ _ vC- i AfAI" Title: P_ )ter Phone: 4JO 7 ` o?Sc [oy3.3 Fax: Email: L e_i q i A.)stiz ri^J5_ Property Owner Information C-OA Name J 0-m e S 1/ `e"t 1, Phone: qD 7 - a I - 995- Street: 1 Q-7 G7 c % G el/ - Resident of property? : IJ City, State Zip: J / _ dl, / L cP2- 7 7 l Contractor Information Name Y f Phone: Street: e0 XAn 4 a k /4 U a Fax: City, State Zip: )e 14aE L 3 02 7 as State License No.: Co Q C_ Architect/Engineer Information Name:O&ArV 6 cr /P!' %/!/' (J Stci Street: %% LJ96,)( 9 pr1 city, St, zip: (J1C1ct1/d6 Phone: b %—,2S5 R ` 4o L%23 Fax: E-mail: C_ @ )`i MAJ &,0 iAf ee(/ b cbsU1 Bonding Company: Mortgage Lender: l 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: 611 Edition (2017) Florida Building Code Revised: August 1, 2017 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 Wdone' compliance with all applicable laws regulating construction and zoning. Z D /'— Si ature of Owner/Agent Date Signature of Contractor/Agent Date Owner/Agent's Name Prin ntractor/Agent's Na e it -S 'te F ri - --..-.Date Signatur of of ry-State of Florida Date ANNETTE BLAND t nra ., o aaANNETTE BLAND Notary Public - State of Florida Notary Public -State of Florida a; Commission #uG 060623 `'j=.*oxc CommissionGG 060623 9g...... ,. DAY Comm. Expires Jan 16, 2018 t %,- °,'W MY Comm. Expires Jan 16, 2018 Owrier7Ag nriS Me or Contrddrdr-l7Agent:;s > l i 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 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: J 1- WASTE WATER: FIRE: BUILDING: Revised: August 1, 2017 Permit Application I Y OF NFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Chad Linn Firm: Linn Engineering Address: P.O. Box 140024 City: Orlando State: FL Zip Code: 32814 Phone: 407.252.6433 Fax: Email: clinn@linnengineering.com Property Address: 400 W. 19th Street Property Owner: James Doyle Parcel identification Number: 36-19-30-506-0000-0970 Phone Number: 407.221.4956 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-4629 Reviewed by: Michael Cash, CFM Date: December 3, 2018 Aeft 11PANORR scw,o r- oou.+rv, Parcel Information Property Record Card Parcel: 36-19-30-506-0000-0970 Property Address: W 19TH ST SANFORD, FL 32771-3829 Parcel 36-19-30-506-0000-0970 Owner(s) POYLE, JAMES M - Tenants in Common :50.00 OYLE, JOSHUA M - Tenants in Common :50.00 Property Address W 19TH ST SANFORD, FL 32771-3829 Mailing PO BOX 471235 LAKE MONROE, FL 32747-1235 Subdivision Name SANFORD HEIGHTS Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 19 38 : sl le 57 wI a i I 0 L w 1811-1 s I- T-1 all I— oME NMI Sam w 19TF1 sr e 103 111 106 107 lrtrl.1 OB 109 r 110j H mj M h t m Ll m a 150 r y i Y t i 112 113 1'I4 115 116 111 118 III Legal Description LOT97 SANFORD HEIGHTS PB2PG63 Taxes Value Summary 2019 Working Values 2018 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 15,510 15,510 Land Value Ag Just/Market Value " 15,510 15,510 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 1,122 P&G Adj 0 0 Assessed Value 15,510 14,388 Tax Amount without SOH: $277.13 2018 Tax Bill Amount $277.13 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 15,510 0 15,510 Schools 15,510 0 15,510 City Sanford 15,510 0 15,510 SJWM(Saint Johns Water Management) 15,510 0 15,510 County Bonds 15,510 0 15,510 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 12/1/2005 06068 1172 61,500 Yes Vacant WARRANTY DEED 9/1/2005 06000 1074 25,000 Yes Vacant QUIT CLAIM DEED 8/1/2005 06000 1070 100 No Vacant QUIT CLAIM DEED 4/1/2003 04800 1159 100 No Vacant QUIT CLAIM DEED 10/1/1993 02675 1250 100 No Vacant WARRANTY DEED 4/1/1990 02174 0215 8,000 Yes Vacant WARRANTY DEED 4/1/1990 02174 0216 9,300 Yes Vacant WARRANTY DEED 3/1/1981 01324 1631 100 No Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 55.001 127.00 1 0 300.00 1 $15,510 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits Permit date does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit pir ese contact the building department of the but district In which the property Is located. Extra Features Description Year Built Units Value New Cost No Extra Features RECORD COPY FM R405-2017 A FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method gUlt'D Project Name: 23150818R Builder Name: Street: W. 19th St. & Elm Ave. Permit Office: Sanford S City, State, Zip: Sanford , FL , Permit Number: A5'q} p _ 4Owner: Doyle Residence Jurisdiction: 00 v Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2007.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1594.20 ft2 b. Frame - Wood, Adjacent R=19.0 413.33 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1697.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1697.00 ft2 6. Conditioned floor area above grade (ft2) 1697 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(240.5 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 339.4 a. U-Factor: Dbl, U=0.31 211.50 ft2 SHGC: SHGC=0.28 b. U-Factor: Gbl, default 29.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: Clear, default a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 36.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.096 ft. Area Weighted Average SHGC: 0.319 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1697.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1697.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 56.45 Glass/Floor Area: 0.142 PASSTotalBaselineLoads: 56.22 I hereby certify that the plans and specifications covered by Review of the plans and ST rFthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O' L Code. calculation indicates compliance 4 e&d# / with the Florida Energy Code. h rrin; .- PREPARED BY: /6 /- DATE: 27Aug18 Before construction is completed this building will be inspected for compliance with Section 553.908 0- I hereby certify that this building, as designed, is in compliance Florida Statutes. 9 CODwiththeFloridaEnergyCode. WF 14 OWNER/AGENT: BUILDING OFFICIAL: DATE: 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 7.00 ACH50 (R402.4.1.2). 8/27/2018 11:00 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 4 FOR^- R405-L017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 23150818R Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1697 Lot # Owner Name: Doyle Residence Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: W. 19th St. & Elm Ave. Permit Office: Sanford Cross Ventilation: County: Seminole Jurisdiction: 691500 Whole House Fan: City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1697 16970 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1697 16970 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 159 ft 0 1697 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1898 ft2 0 ft2 Medium 0.85 No 0.9 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1697 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1697 ft2 0.11 Wood 8/27/2018 11:00 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT F- 1! WALLS A Ornt Adjacent Space Cavity Width Height To Wall Type1 Sheathing Framing Solar Belo w N Exterior Concrete Block - Int Insul Main 4 14 8 10 146.7 ft2 0 0.100000 0 2 S Exterior Concrete Block - Int Insul Main 4 34 4 10 343.3 ft2 0 0.100000 0 3 E Exterior Concrete Block - Int Insul Main 4 44 5 10 444.2 ft2 0 0.100000 0 4 W Exterior Concrete Block - Int Insul Main 4 66 10 660.0 ft2 0 0.100000 0 5 N Garage Frame - Wood Main 19 41 4 10 413.3 ft2 0.11 0.100000 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None 46 3 8 24 ft2 2 N Wood Main None 46 3 8 24 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Glazed Block No 0.6 0.6 N 18.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 2 S 2 Vinyl Low-E Double Yes 0.31 0.28 N 72.0 ft2 8 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 3 E 3 Vinyl Low-E Double Yes 0.31 0.28 N 31.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 4 E 3 Vinyl Low-E Double Yes 0.31 0.28 N 36.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 5 W 4 Metal Glazed Block No 0.6 0.6 N 11.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 6 W 4 Vinyl Low-E Double Yes 0.31 0.28 N 72.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Interior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 427.49 ft2 427.49 ft2 41.3 ft loft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000445 1979.8 108.69 204.41 .3446 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 36 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1074 cfm 0.75 1 sys#1 8/27/2018 11:00 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply -- Return -- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 339.4 ft Attic 84.85 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma X] Jun [X] Jul Au Se Oct Nov Dec HeatinH Jan H Feb Mar f Apr f i May Jun [ ] Jul Aug XjSep f Oct X Nov X Dec Ventin Jan Feb Mar X A r [ Ma E j Jun [ ]Jul Au Se X Oct [X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft2 Oft 0.3 Main Name: Efficient Energy Services Inc Signature: Rating Compant: Efficient Energy S Date: 8/ 27/2018 11:00 AM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 4 2Q17 EFL DISPLAY CARD 41 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 36.0 a) Split system SEER 14.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1697 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.345 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.319 14. Heating system: Capacity 36.0 c) Area 7c. 240.5 a) Split system heat pump HSPF 8.2 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.92 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.0 0 Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 19.0 2. Masonry (Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1 la. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit 0 Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, 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 Signatu Address of New Home: W. 19th St. & Elm Ave. City/FL Zip: Sanford, FL 8/27/2018 11:00:38 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: W. 19th St. & Elm Ave. Permit Number: Sanford , FL , 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 envelcToa 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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 8/27/2018 11:00 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. 0 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. SECTION R403 SYSTEMS R403.1 Controls. DR403.1.1 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 verged 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 mai 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 (13"C) 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. 8/27/2018 11:00 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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'/s 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 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 CFM/WATT) AIRFLOW RATE MAXIMUIV 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 Umin. a. When tested in accordance with HVI Standard 916 8/27/2018 11:00 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) 0 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: 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 50°F (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. ElR403.10.3 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. 8/27/2018 11:00 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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 (MandatofYl,e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS X 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. 8/27/2018 11:00 AM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 20,17 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 23150818R Builder Name: Street: W. 19th St. & Elm Ave. Permit Office: Sanford City, State, Zip: Sanford , FL , Permit Number: Y U Owner: Doyle Residence Jurisdiction: 691500 w Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. X requirements 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 The insulation in any dropped ceiling/soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. X Access openings, drop down stairs or knee wall doors to unconditioned attic spaces 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 Knee walls shall be sealed. inch minimum. X 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/doorjambs and framing, and X and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. X 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 X 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 X a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to X exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. X Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building X 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 X installation readily conforms to available space shall extend behind 12apona and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall X 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 X exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall X 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. X Caulking or other adhesive sealants shall not be used to fill voids between fire sl2rinkler cover plates and walls or cemlings- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 8/27/2018 11:01 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Fj 691500 Permit #: 4 '. i sc i aa' : 6r r "§ _: £`° esf` ¢ a is a £1 k •.. . _ a $ a ? a`a"e<`•e.. Fa. .. .z«:'. :.....es•..\Q s.f..•se.",^'"r. ;.:a `. 3.'i?. y.»:•.. ... ` e.., r ..Y''. 3_.- rh .x. Builder: Community: Lot: NA Address: W. 19th St. & Elm Ave. City: Sanford State: FL Zip: a 3:. a. `"" ,t •.+' Z` ^•'vW.....''"a' 7Kr,.v. '` a'wl'S ...',. cam. _.` '`-'^.,k eh?.. , mAir= Leaka(] e Test ResultS Fassrngresufts mustmeet4erther the Performance Pre'scnptiveorERl Mtotl n a ! x v .< t a a s -.: s - i '3.. "z 4' g e.,3 ` s "3' v ti "`< " a x c. ='y €;•wa:. E.$•$. Y . w `P. *.. .`a`:y''a+s«. $' ..w.;.;...} r.1aa' t •4a°'a '4 ..c'.E° 'a .9max Y a .w K ` u v3 '+ ° s+ •a.t ', _ ' _. nae k, v 4'4 $ $ a r L° „,- z .ems" s3 Qa w• Y t PRESCRIPTiNEMETNOD Thebuildngordwellingumtshailbetestedandverifiedashavinganairfeakagerateofnot exceeelrng Tair changes aila pressuret:of 0 2 inch w g$ (50 Pascals)m Climate ZooestAl arid 2 ¢ x `a w ."to:. ,.... ®.. "` s q P ._i;< r_'`,a_'pr W -"!! . - i Ea a," '¢g° xs¢}¢;., t PERFORMANCEtor ERIMETHODThebwldmgordwellrtgundshalltbetestedandvenfiedfashavingpanairleakagegrateofnot<exceeding; , n„airsOsfe{ z. '""' x A x ¢ a a_> ,,.,., r # % sew er* `i h pe + ' i the selededACH( 50) value has shown op Form R405 2017(Performance) or R406 z2017(ERt) section labeled as infiftrationsub sectionACH50 s; 3pee cifietl on,FOrrmR405-201 rg Calc (Peifomia e) orR40fr2017 (ER7.000 x 60 16970 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 1-1 PASS • Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1. 2 Testing. 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 Statues.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 thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft 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. z-a-,a a z t a 3 Testing Company ,. z .. > E, a £3 3 as. 21 U a4. CompanyName: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 8/27/2018 11:02:00 AM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft° Load Short Form Entire House Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: wYwv.efficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Job: 23150818R Date: Aug 27, 2018 By: EES Inc. Htg Clg Infiltration Outside db (°F) 42 94 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 28 19 Fireplaces 1 (Average) Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 46 Make Trade Model AHRI ref HEATING EQUIPMENT COOLING EQUIPMENT Carrier Make Carrier Trade 25HCE436AO030 Cond 25HCE436AO030 Coil FB4CNP036L++TXV TAP 3 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 0 °F Backup 8.2 HSPF 31000 Btuh @ 47°F 26 F 1074 cfm 0 cfm/Btuh 0.60 in H2O Innii4 = n LAAl r),,tniif = n Rfiih inn AFI IF AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 14 SEER 25650 Btuh 8550 Btuh 34200 Btuh 1074 cfm 0.042 cfm/Btuh 0.60 in H2O 0.86 ROOM NAME Area ft2) Htg load Btuh) Clg load Btuh) Htg AVF cfm) Clg AVF cfm) Living Room 261 0 4143 0 173 Dining Room 194 0 2296 0 96 Kitchen 183 0 2863 0 120 Laundry 100 0 1578 0 66 Bedroom 2 171 0 3294 0 138 Bath 2 88 0 1067 0 45 Bedroom 3 176 0 2434 0 102 Master Suite 215 0 4590 0 192 WIC 65 0 628 0 26 WIC 2 65 0 599 0 25 Master Bath 147 0 1583 0 66 n o n G47 n 7A Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wcightsoft" 2018-Aug-2711:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 1 ACO, ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = IVW8 Front Door faces: S Entire House 1697 0 25658 0 1074 Other equip loads 0 0 Equip. @ 1.00 RSM 25658 Latent cooling 4222 0 29880 0 107ATOTALS1697 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Ak wrightsoft' Ri ht-Suite® Universal 2018 18.0.27 RS000452 14CCK ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces 2018-Aug-27 11:03:01 Page 2 Component Constructions Job: 23150818R wrightsoft® p Date: Aug 27, 2018 Entire House By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 19 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (OF) 42 94 Infiltration: Daily range ('F) - 17 M ) Method Simplified Wet bulb (°F) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Bb-t"-'F fN-°FBtuh Bktff Btuh BtLW Bhh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh n 122 0.110 5.0 0 0 2.94 359 e 382 0.110 5.0 0 0 2.94 1122 s 244 0.110 5.0 0 0 2.94 717 w 580 0.110 5.0 0 0 2.94 1705 all 1328 0.110 5.0 0 0 2.94 3903 Partitions 12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int fnsh, 2NT wood frm, 16" o.c. stud Windows 7A-3gnsn: GIs blk glazing, narrow rib srf; 50% indoor insect screen; 1 ft n overhang (4.5 ft window ht, 1 ft sep.); 8 ft head ht 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 1 ft overhang (4.5 ft window ht, 1 ft sep.); 8 ft head ht 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 1 ft w overhang (6 ft window ht, 1 ft sep.); 8 ft head ht all 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 8 ft overhang (6 ft window ht, 1 ft sep.); 8 ft head ht 7A-3gnsn: GIs blk glazing, narrow rib srf; 50% indoor insect screen; 1 ft w overhang (3 ft window ht, 1 It sep.); 8 ft head ht Doors 11DO: Door, wd sc type s n all Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh 399 0.068 19.0 0 0 0.97 387 18 0.600 0 0 0 16.4 296 32 0.310 0 0 0 31.1 978 36 0.310 0 0 0 31.1 1118 72 0.310 0 0 0 31.1 2236 108 0.310 0 0 0 31.1 3354 72 0.310 0 0 0 11.1 797 11 0.600 0 0 0 37.1 408 24 0.390 0 0 0 12.4 297 24 0.390 0 0 0 12.4 297 48 0.390 0 0 0 12.4 594 1697 0.032 30.0 0 0 1.77 3000 wrightsafi" 2018-Aug-27 11:03:01 Right-Sufle® Universal 2018 18.0.27 RSU00452 Page 1 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S Floors 22A-tpl: Bg floor, light dry soil, on grade depth 159 0.989 Wf ilghtS0ft• 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 2 GCK ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Component Constructions Job: 23150818R wright:soft° Date: Aug 27, 2018 LivingRoom By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com k0 g Project Informiatlonfaio' .; A Doyle Residence . - Sanford, Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD (T) 28 19 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (T) 42 94 Infiltration: Daily range (T) - 17 (M ) Method Simplified Wet bulb (°F) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft2 BbIW-'F ftN-'FBtu h BUM Bluh BtuW Btuh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 157 0.110 5.0 0 0 2.94 460 s 107 0.110 5.0 0 0 2.94 313 all 263 0.110 5.0 0 0 2.94 774 Partitions none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 36 0.310 0 0 0 11.1 399 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 8 ft overhang (6 ft window ht, 1 ft sep.); 8 ft head ht Doors 11DO: Door, wd sc type s 24 0.390 0 0 0 12.4 297 Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 261 0.032 30.0 0 0 1.77 462 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 32 0.989 0 0 0 0 0 vw ii htsoft- 2018-Aug-2711:03:01 E..: Right -Suite® Universal 2018 18.0.27 RS000452 Page 3 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S Component Constructions Job: 23150818R wrightsoft° P Date: Aug 27, 2018 Dining Room By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com Project lnformatlon9 ; a y Doyle Residence W. •Sanford, Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28°N Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 94 Infiltration: 17 ( M) Method 77 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 19 30 50 1.3 45.8 Simplified Semi -tight 1 (Average) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BMW--'F ft-°F/Bth BtuhV BM Bktff BM Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 87 0.110 5.0 0 0 2.94 254 Partitions none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 1 ft overhang (6 ft window ht, 1 ft sep.); 8 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 36 0.310 0 0 194 0.032 30.0 0 12 0.989 0 0 0 31.1 1118 0 1.77 344 0 0 0 C -ok W_! ightsof#• 2018-Aug-27 11:03:01 6 Right -Suite® Universal 2018 18.0.27 RS000452 Page 4 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = IVW8 Front Door faces: S Job: 23150818R wrightsoft Component Constructions Date: Aug 27,, 2018 Kitchen By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.etficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD (T) 28 19 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (T) 42 94 Infiltration: Daily range (°F) - 17 ( M ) Method Simplified Wet bulb (T) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ftBktff-'F ft'-'F/Bbi BWW Bkh BhiAl Bluh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 94 0.110 5.0 0 0 2.94 277 Partitions none) Windows 4A5- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 16 0.310 0 0 0 31.1 489 1/ 4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 1 ft overhang ( 4.5 ft window ht, 1 ft sep.); 8 ft head ht Doors none) Ceilings 16B- 30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A- tpl: Bg floor, light dry soil, on grade depth 183 0.032 30.0 0 0 1.77 324 11 0.989 0 0 0 0 0 40- Wrightsoft- 2018-Aug-27 11:03:01 r ,,,,,,_;,,,,;,.,,, Right - Suite® Universal 2018 18.0.27 RS000452 Page 5 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Component Constructions Job: 23150818R wrightsoft° p Date: Aug 27, 2018 Laundry By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: wvw.efficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28°N Outdoor: Heating Dry bulb (°F) 42 Daily range (T) - Wet bulb (T) - Wind speed (mph) 15.0 Indoor: Heating Cooling Indoor temperature (T) 70 75 Design TD (°F) 28 19 Relative humidity (%) 30 50 Cooling Moisture difference (gr/lb) 1.3 45.8 94 Infiltration: 17 ( M) Method Simplified 77 Construction quality Semi -tight 7.5 Fireplaces 1 (Average) Construction descriptions or Area u-value fl' Bktff--'F Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh a 44 0.110 Partitions Insul R Htg HTM Loss Clg HTM Gain f 2-'F/Bhh BWW Btuh Bkt ft' Bluh 5.0 0 0 2.94 130 12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" 143 0.068 19.0 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 16 0.310 0 1/4" thk; NFRC rated (SHGC=O.28); 50% indoor insect screen; 1 ft overhang (4.5 ft window ht, 1 ft sep.); 8 ft head ht Doors 11DO: Door, wd sc type n 24 0.390 0 Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 100 0.032 30.0 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 6 0.989 0 0 0 0.97 138 0 0 31.1 489 0 0 12.4 297 0 0 1.77 177 0 0 0 0 wrightsoft' 2018-Aug-27 11:03:01 Right-Suile® Universal 2018 18.0.27 RS000452 Page 6 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Job: 23150818R wrightsoft° Component Constructions Date: Aug 27, 2018 Bedroom 2 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyseMcesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, Fl Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD (T) 28 19 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (°F) 42 94 Infiltration: Daily range (°F) - 17 ( M ) Method Simplified Wet bulb (T) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl' Bbl fY--'F fF-'F/Bbh BMW Btuh BtU fN Shin Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh w 81 0.110 5.0 0 0 2.94 237 Partitions none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 36 0.310 0 0 0 31.1 1118 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 1 ft overhang (6 ft window ht, 1 ft sep.); 8 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 171 0.032 30.0 0 0 1.77 303 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 12 0.989 0 0 0 0 0 41 . wriigh1 "<)' L" 2018-Aug-27 11:03:01 A^Q W , _, s ;,,' Right -Suite® Universal 2018 18.0.27 RS000452 Page 7 14CC1 ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Component Constructions Job: 23150818R wroghtsoft° p Date: Aug 27, 2018 Bath 2 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: wywv.efficientenergyservicesinc.com M, a s 4 y elProjectInformation _ :, Tw p d. Doyle Residence Sanford, Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28°N Outdoor: Heating Dry bulb (T) 42 Daily range ('F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (T) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 94 Infiltration: 17 ( M ) Method 77 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 19 30 50 1.3 45.8 Simplified Semi -tight 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft2 13t"2-'F ft'-'F/Bt h BWW Bt h BtLtM2 Btuh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh w 49 0.110 5.0 0 0 2.94 144 Partitions none) Windows 7A-3gnsn: GIs blk glazing, narrow rib srf; 50% indoor insect screen; 1 ft w overhang (3 ft window ht, 1 ft sep.); 8 ft head ht Doors none) Ceilings 166-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, right dry soil, on grade depth 11 0.600 0 0 0 37.1 408 88 0.032 30.0 0 0 1.77 156 6 0.989 0 0 0 0 0 ti —Fp- wri+gthtSoR• 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 8 C.l ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S wrightsoft° Component Constructions Job: 23150818R P Date: Aug 27, 2018 Bedroom 3 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD (T) 28 19 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (T) 42 94 Infiltration: Daily range (*F) - 17 ( M ) Method Simplified Wet bulb (T) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain f 2 BhtM-'F fF-'FBluh BtuW Bt h BUi& Btuh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh s 111 0.110 5.0 0 0 2.94 325 w 120 0.110 5.0 0 0 2.94 353 all 231 0.110 5.0 0 0 2.94 678 Partitions none) Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 114" gap, s 36 0.310 0 0 0 11.1 399 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 8 ft overhang (6 ft window ht, 1 ft sep.); 8 It head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 176 0.032 30.0 0 0 1.77 311 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 27 0.989 0 0 0 0 0 Wi I+c htSdit' 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 9 ob FileslEES Job Files\23150818R\2315081BRU.rup Calc = MJ8 Front Door faces: S Component Constructions Job: 23150818R wrightsoft° Date: Aug 27, 2018 Master Suite By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com aP4 : - r'..Aw s : ' T Doyle Residence. - Sanford, S - • o • Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD (T) 28 19 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (T) 42 94 Infiltration: Daily range (°F) - 17 ( M Method Simplified Wet bulb (T) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BhhW--'F ft'-'F/Btuh BtuFYft' Bluh Blu"2 BM Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh w 111 0.110 5.0 0 0 2.94 325 Partitions 12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" 33 0.068 19.0 0 0 0.97 32 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Windows 4A5-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 36 0.310 0 0 0 31.1 1118 1/4" thk; NFRC rated (SHGC=0.28); 50% indoor insect screen; 1 ft overhang (6 it window ht, 1 ft sep.); 8 It head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 215 0.032 30.0 0 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 15 0.989 0 0 0 1.77 380 0 0 0 40- wriglhltsOft" 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 10 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Wrightsoft° Component Constructions Job: 23150818R p Date: Aug 27, 2018 wi By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com Proj6ct Informati6 For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28 °N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 94 Infiltration: 17 ( M ) Method 77 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 19 30 50 1.3 45.8 Simplified Semi -tight 1 (Average) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BhtYfl'--'F fl'--'FBW Bhf fl' Bluh Bhtff Bluh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh s 27 0.110 5.0 0 0 2.94 78 w 93 0.110 5.0 0 0 2.94 274 all 120 0.110 5.0 0 0 2.94 353 Partitions none) Windows none) Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 65 0.032 30.0 0 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 12 0.989 0 0 nrightsofi• ti Right -Suite® Universal 2018 18.0.27 RS000452 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S 0 1.77 116 0 0 0 2018-Aug-27 11:03:01 Page 11 Component Constructions Job: 23150818R wrightsoft° P Date: Aug 27, 2018 WIC, 2 By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.etficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 28°N Outdoor: Heating Dry bulb (OF) 42 Daily range (°F) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 94 Infiltration: 17 ( M ) Method 77 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 19 30 50 1.3 45.8 Simplified Semi -tight 1 (Average) Construction descriptions Or Area U-value Insult R Htg HTM Loss Clg HTM Gain R' BtuW--'F 11'-°FBhh BtWIN Bluh MIA' Bluh Walls none) Partitions 12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" 93 0.068 19.0 0 0 0.97 90 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Windows none) Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 65 0.032 30.0 0 0 1.77 116 gypsum board int fnsh Floors none) 4k wrightsaf - 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RSU00452 Page 12 h ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S Component Constructions Job: 23150818R wrightsoft° p Date: Aug 27, 2018 Master Bath By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 19 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (OF) 42 94 Infiltration: Daily range (OF) - 17 ( M ) Method Simplified Wet bulb (OF) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Bhiff--'F ft -'F/BM BtLt M' Bluh Btutff Btuh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh n 82 0.110 5.0 0 0 2.94 241 w 127 0.110 5.0 0 0 2.94 372 all 209 0.110 5.0 0 0 2.94 613 Partitions 12E-Osw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" 53 0.068 19.0 0 0 0.97 52 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Windows 7A-3gnsn: GIs blk glazing, narrow rib srf; 50% indoor insect screen; 1 ft n 18 0.600 0 0 0 16.4 296 overhang (4.5 ft window ht, 1 ft sep.); 8 ft head ht Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 147 0.032 30.0 0 0 1.77 259 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 23 0.989 0 0 0 0 0 wrilghtsaft• 2018-Aug-27 11:03:01 r,,,,:,,,,.,,,,,,,,,,:, Right -Suite® Universal 2018 18.0.27 RS000452 Page 13 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Component Constructions Job: 23150818R wrightsoft° P Date: Aug 27, 2018 WC By: EES Inc. Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: wvw.eficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 19 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 45.8 Dry bulb (°F) 42 94 Infiltration: Daily range (°F) - 17 ( M ) Method Simplified Wet bulb (°F) - 77 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btdff-'F ft'--'F/BM 8ftm, Bth BhMt' Bhh Walls Blk wall, stucco ext, r-4 ext bd ins, 8" thk, 1/2" gypsum board int fnsh n 40 0.110 5.0 0 0 2.94 118 Partitions 12E-0sw: Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" 77 0.068 19.0 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Windows none) Doors none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 31 0.032 30.0 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 4 0.989 0 Fig- wrilghtsoft• Right -Suite® Universal 2018 18.0.27 RS000452 ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S 0 0 0.97 74 0 0 1.77 54 0 0 0 0 2018-Aug-27 11:03:01 Page 14 wrightsoft° Manual S Compliance Report Entire House Efficient Energy Services Inc P.O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.efficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI Design Conditions Job: 23150818R Date: Aug 27, 2018 By: EES Inc. Outdoor design DB: 93.7°F Sensible gain: 25658 Btuh Entering coil DB: 76.4'F Outdoor design WB: 76.5°F Latent gain: 4222 Btuh Entering coil WB: 63.2'F Indoor design DB: 75.0°F Total gain: 29880 Btuh Indoor RH: 50% Estimated airflow: 1074 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: 25HCE436A0030+FB4CNP036L++TXV TAP 3 Actual airflow: 1074 cfm Sensible capacity: 25650 Btuh 100% of load Latent capacity: 8550 Btuh 203% of load Total capacity: 34200 Btuh 114% of load SHR: 75% Design Conditions Outdoor design DB: 41.9°F Heat loss: 0 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: SpIitASHP Manufacturer: Carrier Model: 25HCE436A0030+FB4CNP036L++TXV TAP 3 Actual airflow: 1074 cfm Output capacity: 31000 Btuh 0% of load Capacity balance: 0 OF Supplemental heat required: 0 Btuh Economic balance: 0 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1074 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements ofACCA Manual S. wrightsoft' 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 1 ACAOK ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S Duct System Summary Job: 23150818R Wrightsofty Date: Aug 27, 2018 Entire House By: EES Inc. Efficient Energy Services Inc P. O. Box 181, Altoona, FI 32702 Phone: 352-669-9090 Email: royefficientenergy@gmail.com Web: www.etficientenergyservicesinc.com For: Doyle Residence W. 19th St. & Elm Ave., Sanford, FI External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 60 in H2O 0. 16 in H2O 0. 44 in H2O 0. 269 / 0.171 in H2O 0. 101 in/100ft 1074 cfm Cooling 0. 60 in H2O 0. 16 in H2O 0. 44 in H2O 0. 269 / 0.171 in H2O 0. 101 in/100ft 1074 cfm 437 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk LivingRoom c 2072 0 87 0.101 7.0 Ox 0 VIFx 52.0 215.0 st2 LivingRoom- A c 2072 0 87 0.101 7.0 OX O VIFX 52.0 215.0 st2 Dining Room c 2296 0 96 0.101 7.0 Ox 0 VIFx 52.0 215.0 st1 Kitchen c 2863 0 120 0.101 8.0 Ox 0 VIFx 52.0 215.0 SO Laundry c 1578 0 66 0.101 6.0 Ox 0 VIFx 52.0 215.0 st3 Bedroom 2 c 3294 0 138 0.101 8.0 Ox 0 VIFx 52.0 215.0 st1 Bath 2 c 1067 0 45 0.101 5.0 OX 0 VIFx 52.0 215.0 st2 Bedroom 3 c 2434 0 102 0.101 7.0 Ox 0 VIFx 52.0 215.0 st2 Master Suite -A c 2295 0 96 0.101 7.0 Ox 0 VIFx 52.0 215.0 st3 Master Suite c 2295 0 96 0.101 7.0 Ox 0 VIFx 52.0 215.0 st3 WIC c 628 0 26 0.101 4.0 Ox 0 VIFx 52.0 215.0 st4 WIC 2 c 599 0 25 0.101 4.0 OX O VIFx 52.0 215.0 st4 Master Bath c 1583 0 66 0.101 6.0 Ox 0 VIFx 52.0 215.0 st4 WC c 582 0 24 0.101 4.0 Ox 0 VIFx 52.0 215.0 st4 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 0 320 0.101 407 12.0 0 x 0 VinlFlx st1 st1 Peak AVF 0 674 0.101 630 14.0 0 x 0 VinlFlx P st3 Peak AVF 0 400 0.101 509 12.0 0 x 0 VinlFlx P st4 Peak AVF 0 142 0.101 407 8.0 0 x 0 VinlFlx st3 P Peak AVF 0 1074 0.101 690 14.9 16 x 14 RectFbg 1 r wrightsoft• 2018-Aug-2711:03:01 M ,.,, ,, ,,., u ,,, Right -Suite® Universal 2018 18.0.27 RS000452 Page 1 ACCA ... ob Files\EES Job Files\23150818R\23150818RU.rup Calc = MJ8 Front Door faces: S Return Branch.Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb1 18x 13 0 500 170.0 0.101 468 14.0 Ox 0 VIFx R rb2 12x5 0 138 170.0 0.101 395 8.0 Ox 0 VIFx rt1 rb3 12x4 0 102 170.0 0.101 381 7.0 Ox 0 VIFx rt1 rb4 16x 10 0 334 170.0 0.101 425 12.0 Ox 0 VIFx I rt1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk R Peak AVF 0 1074 0.101 614 14.9 18 x 14 RectFbg rt1 Peak AVF 0 574 0.101 537 14.0 0 x 0 VinlFlx R F- wrightsoft' 2018-Aug-27 11:03:01 Right -Suite® Universal 2018 18.0.27 RS000452 Page 2 ACCK ...ob Files\EES Job Files\23150818R\23150818RU.rup Calc = W8 Front Door faces: S RECORD Copy PERMIT PACKAGE r Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando FL 32821 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page I of I Document ID: I WBD6666ZO730082505 Truss Fabricator: Truss Wood, Inc. Job Identification: 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, " Truss Count: 20 Model Code: Florida Building Code Truss Criteria: FBC2017Res/TPI-2014(STD) Engineering Software: Alpine Software,Uersion 17.02. Structural Engineer of Record: The identity of the structural FOR did not exist as of Address: the seal date per section 611315-31.003(5a) of the FAC Minimum Design Loads: Roof - 37..0 PSF @ 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must hatch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR6666 Details: BRCLBSUB- Ref Description Drawin # Date 1 45369--C1 18149296 05/29/18 2 45370--C2 18149297 05/29/18 3 45371--C3 18149298 05/29/18 4 45372--C4 18149299 05/29/18 5 45373--05 18149300 05/29/18 6 45374--C6 18149301 05/29/18 7 45375--CJ1 18149302 05/29/18 8 45376--CJ3 18149303 05/29/18 9 45377--CJ5 18149304 05/29/18 10 45378--EJ3 18149305 05/29/18 11 45379--EJ7 18149213 05/29/18 12 45380-41 18149314 05/29/18 1 13 45381--GE1 18149306 05/29/18 14 45382--H11 18149307 05/29/18 15 45383-47 18149308 05/29/18 16 45384-49 18149309 05/29/18 17 45385--HJ3 18149310 05/29/18 18 45386--HJ7 18149311 05/29/18 19 45387--MH13 18149312 05/29/18 20 45388--MH15 18149313 05/29/18 0. t34tf • o• ATE •cr v ram This documenth a lec onially signed and sealed using igi IIS ru e Printed copies without an on al si ature must be verified using the on nal electronic version. 05/30/2018 Douglas Fleming Truss Design Engineer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 G 1 8- 4629 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, e' - C1) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 5X5 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART. ENC. bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. lal 10 3X5 (A1) = 3X5 = 2X4 III 3X5 (A1) I_ 15-10-0 _I, 15-10-0 _I 31-8-0 Over 2 Supports _ 'I R=1276 U=627 W=3.5" (1.505" min.) "• A S`R27 W=3.5" (1.505" min.) A Design Crit: FBC2017Res/TPI-2014(STD) 12 S••' PLT TYP. Wave FT/RT=20%(0%)/O(0) 17,2.0f 11 .2 T 7 /-/4/-/-/R/- Scale=.1875'/Ft. WARNINGISH READ AND FOLLOY ALL NOTES ON THIS DRmIm 1•i T LL 20 . 0 PSF "IMPORTANT- FDlslsN TREA uNO,A1GLO AL TNOTES rORS IIMORAVIG 7NE INSTALLERS. REF R6666— 45369 In„ xc, r<g ,, rox.: cwrn ,n fwbricw <i,vl. bwn.11, ml. xn le,inll, n <all ng wrwl ur ci nU. Nn fnr <n x,x flfsl ( fl„Ilnir,g enx..x.:< sxfe<y -Inrnnualnn, br—, ann .rOA7pr.<tlh e %-1 : J = D L 7 . 0 PSF- DATE OS /29 / 1 8 perror. ir,g ice nrprKcion, Inca ler, ,n n previe. taea,er.ry br ti.,g Her eesl. Hanle,. ,.ncae a bar.ff• bel I°I, . prosesM1y e<ca<nee zvpt< ral ,be bi,q . e < e b.l I ne.e a prop.rly e catbs : ATE QPI DL 10. 0 PSF DRW HCUSR6666 18149296 ragleailing. Loc ac en far Pe reanan<ulnI rel°r<, el or`. I,allxn..l bracing in,<ellae`per / • z fl3, NT or R10, a, applicable. Apply pl.tez <e e n race or a pe,l clan .c abo.n above an —V + IjI ODecnilz, un......... ........— Refnr to er°r ngz I60A-2 `rnr .<.neere plat< pn,itlen,. . / P . ILL 0.0 PSF H C — ENG SSB/D F ALRdtAlpl,.e. e a .ion or ITw ap n eing can„<no fern"p Ins.<, ell Her r Fla i any aevi e<len rre,. b y, O ••; ` O p ,Q ••i• ee.ing, eny'r ° co bulle ld tru„ in con orn.nce .i 1 ANSI-1 bl. orpOor ene ing, el,l ppl ng. ` i1 •• ANITWCOMPANYi ,<ella<ien A°er,i. of <rue,e,. .,, F '••.....•• rTOT. LD. 37.0 PSF SEQN- 148742 An... I on c 1• a ..Ing er cev.r p... Il.ting till, er..lW. I,Wle.t...cc.pt.nc. eT Rre ..len.l .wlrr.ring , (s,( G r., por,a lbl Ilty ,oI. IY for trr e,.lgn ,hew,. TM ,ule.blllty rb u,. oT Ula er.aing Tor ury ,[rue ur. la t (/ 0 V 66648 G7? IiFo_ Drive, SYIIC 3I15 ra,penal bl l l ty oT tM flul—W D.,Ign.r p.r Axsl /TPI , sac .3. OUR. FAC. 1 . 25 FROM BS DrI ndg FL 32N21 fn nr inn ,. ,i .1. ... SPACING 24.0' JREF- 1WBD6666Z07 FL COA NO 278 AI.pIMr.: TPI •T xei.. .., ... _.xnf ...'r.,;, ,1.. rg ^r.AA: .... ,,.,n. n. .,xx. I[O} <, r,:Dou la FlemingLic Number, 05/ 30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k43024—,UW1VCK DUIUUCK IJUTUC, JAMCJ -- UrlaT00, Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X5(R) III 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X5 (A1) 3X5 (A1) = 3X5 = 2X4 III 15-10-0 R=1278 U=123 W=8" (1.50811 min.) RL=252/-263 31-8-0 Over 2 Supports 15-10-0 Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17, WARNING!•' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FI ISH THIS OgAYING TO ALL COWrRACTBRS INCLIDING THE INSTALLERS. Ir a. •ew. ar n ra i.:e b n. ng. hiP ng. n cal I n a,al b mg. Nnr r `p r.n n]rl ann rrcArsaIn rounl.„ n frflf.51 (flu nine c..n. r nr.a . ny r ,ame:y rra.c.l erItIlnxcaller,naM1all rceepar.rynperforming .anfunctions provitle br ing par 8CS1. n.cetl . M1 a yroparllp^,e cru c rat xn ni,q aM bo roparly a tacforare, ellxM1ave In,ullatl`perIgltlncvflirgllLoartionr , Ve,.werwoculanr. dnt of`.teb I. xrI bove ennctlonxBJ. B] or 810, es appliceb a. Apply pl'Ce,lt1 . rlgOA-2aIllllll nn Joinc Oecall,. ,w ceo .xn. Refer ce ora+ngx I.,ce,waraxVl ace paxx<la ,. cAl 7dntl l pi ne. a tlivl sloe of ITW Builtlin7 Cmponnncs Group Inc. sM1ell Lb. re sp.ns ible for any tlevi.Cl.n r r— r a1ing. any r.ilura a bul.d c run: In con o mane. rlcn ANSI/TPI 1, o r n ling. n i yping. AN ITW COMPANY Inncel lacion A bracing or <runwn. A UI. tlr.rlr or eov.r p,G• 11-1 o Ch11 dr 1i ,, Intl lc.t...... Ft— of prel...len.l .rp lrr.r li ropons lbl llty sol.ly Y tir b..lgn slo.n. Tr .—b—ey — ... of Chl. ,frolrg for .ny .Cruet... 1. 6751,1` N Drive. Suite 30 r.spv..Ib111Cy .f cM Sul I irq Dealgryr p.r ANSI/TPI 1 S.c.2. Orlando. FL 32S21 Tnr ewrn inf.-- ne In _i.h'x g.,wral ,w . a rag. a . .xe .en ,Ienx: LpFLCOANO279nl.rl xe: rr..a ry,inn c...,aa Trl :.... innc...rnl; WCA: .rr.-.-.... Ire:.... a Dou W=8" (1.51' min.) 4 . 11 %4. 2 / QT I 1101040 70. ATE0 t` •.;cC OR\O - i I •.. ...• Cam` xg/1Jryf1W W 11 Fleming Lic Number: 66648 L/-/4/-/-/R/ Tj ILL 20.0 PSF DL 7.0 PSF 8 DL 10.0 PSF A LL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.187511/Ft REF R6666- 45370 DATE 05/29/18 DRW HCUSR6666 18149297 HC-ENG SSB/DF SEQN- 148751 FROM BS JREF- 1WBD6666ZO7 05/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. GJO/L-,VY.IYCR OUILUCR ,uv1LC, JHIYICJ -- urianoo, - L.JJ Top chord 2x4 SP #2 :T4 2x4 SP M-31: Bot chord 2x4 SP #2 :64 2x4 SP M-31: Webs 2x4 SP #3 Calculated horizontal deflection is 0.16" due to live load and 0.14" due to dead load. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X5 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED Bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5xi — 2X4 III MID(") o 3X5(Al) = 3X5 = 4X6(**) 3X5 III 15-10-0 15-11-12 R=1276 U=122 W=8" (1.505" min.) RL=280/-280 0 -'4'- 0 31-8-0 Over 2 Supports 15-10-0 13-4-4 10-0-0 vj.22 W=8" (1.505" min.) Design Crit: FBC2017Res/TPI-2014(STD) e r • yl _c • PLT TYP. Wave FT/RT=20%(O%)/O(0) 17 2.0,.11/4.2 QT 5 L/-/4/-/-/R/- Scale=.1875"/Ft. WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' • FUMM SH THIS WNIMG To ALL COMTRACTOMS INCLMIMG THE INSTALLERS. 'S 70-: T LL 20.0 PSF REF R66 6 6 - 45371 l LiALP e AN IT'W COMPANY 7i11f onus Drive. Suite iOi o Verfarming t ese funcclons Installer s'•M1 11 prow ideftea,po rery bra ingep r HLSI. fnUnless n r rdI , nf`flf.51 (flnlld np ,frny.n Snr In » im , r.ysTPl n VTr.A) r rety Prn e` ya Cop cbvr steel IM1M1ava PrvPerl a <e<M1ea •<rn« rel aM1e inglene ba« e`< era , al I M1e.a . PrnYe`r a rigid di ling. Locations s o for permanm,C te[erelar n o - ava bracing i ed<per7S ccions fl]. flJ or .,O. es ,applicable. Apply Vlates co eacM1'fece of tr aendM1posician es sM1oan above enJya e mint DedtVi'aonpvleaY noted atM1er.iea. Rarer <a dra.inga 1GdA-2 car a<andard plea'• Pa•I<ian.. om . Alpine. a TW ouilding Cawpanencs Group Inc. s asponslble f any aevlacion f b.ild tM1 tlnscalgleclon'bvbracing of eru s.as ru as in conforeanav e,tM1M1AN51 /TPlbl. `or for handling. sM1IVVing. A ...I on -1. dr..Ir or d r p.g• 11•t1ng tbl• drolrp. Irdlwb..vupt— of Pre C...Ia I .r I—Inp r•apmabl I lty •pl•ly far tM1. da.lgn aM1an,. TIY. __I I lty — uu of -1. dr.- far .ny'Ore•panalblllty of tM1v g I lding D .lgro per ANSI1PI 1 Sac.Z W • E . 0 • 0.. .' F y A•. O R O { ` I' I W/: { f 1 . DL 7 .0 PSF DL 10.0 PSF L L 0.0 PSF TOT. LD. 37.0 PSF DATE 05/29/18 DRW HcusRssss iaiaszsB H C - EN G SS B /D F SEQN- 148748 DUR . FAC 1 25 FROM BS SPAC I NG 24.01 JREF- 1WBD6666ZO7OrlandoFL278lFLcoAND27N Fn a,n n ., Inn nn I ,n g nnr» nn. , r-ge _... -nM1 .. AI PINr.:`Tr1'ww yn st. g'WTLA: ww.a„ ,n,bn: r _nm. Mr: ..e.,..ar,:pOUgla er Fleming Lic Number: 66648 05/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kLJDIL-r UY CK DUILUCK rUVTLC, jm.czJ -- Vrlanuo, - - l.4) Top chord 2x4 SP #2 :T1 2x4 SP #1: Bot chord 2x4 SP #2 :B1 2x4 SP M-31: Webs 2x4 SP #3 Lt Stub Wedge 2x4 SP #3: J) Hanger Support Required, by others b) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 0-7-7 3X6 5X7 3x!) = J^ = 3X4 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"xY ,min.)nails @ 6" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. JX5 = ten-. III I 10-11-7 20-2-0 I 15-3-7 I 15-10-0 R=378 U=33 RL=256/-249 31-1-7 Over 3 Supports R=1337 U=128 W=6" Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17. WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'*FTNNISH THIS OMAWIW TO ALL CONTRACTORS IIIdIDING THE INSTALLERS. Trnx nx r x,ilnNn for , rrpfi lcBrinxl,f" r. Sn loci n'I nfnrmnrinn nxTPlln J WTfq ,r brr y „rnncin.. ,i nr.y nn orPerrormingrtnesenfunccionx. Inxeellarx xn II provlee temporary b ing Per HLSI. nUnlexxr noceJ ........ v properly at Ca d •Cruet ral --thing a o tl all nave a properly a 1 rigitlncel l ing it Locations s — fa rl permanenCuleCere xi c oft. nallsn — bracing i nxtalleJcpernB Q^ ecciens HBa HT or —181 asapplicably. Apply plaCexl Coeet al lcnocf acr anJ Pexiticlon as h.li.naca ^v'r tl IIIUr— I ne Jeinc Details, unlvax noceJ Dena r, A Refer Co Jrawi ngx —16OA-Z.1ror scantl artl Plecv poxicionx.b cAlpl ne v f ITN Huiltling Compon n x Group In vapon for any tl rl ^ 9, anyrf c • ruxx r,. co,. ormanco .i nnAN51 /TPl bl. ror ror Fan ling, xl.Ipping,a r AN ITW CO MPANY n xca lotion bxbracing or cru xxo x.t A u.l en tlJ. Gr—rV er e r p.g. II•tl ng chl• d—IM, II 1I .....pc.nc. or pr,r... I.n•I .rq llw•rin r•• p.n•IbI IICY wl•Iy far cn. a.•Ign Y.ew.. TIr wlc.bll ley — ... or tnl• Jr•aing rer • •cruccur. I. 6750, Fortun Drive, Suite 305 re•pon•lbl ll`y er cne;:I Itl M1q Da•lgmr par ANSI/TPI T S—.2. 02tido, FL 32921 ror morn nrnrm Inn nn rx .inl gnnnral nn. «. n.n .nn cox. FL CO.A#027% a.rlNr.: ....a lR.in,: it..n.m,' TrI x.. Nun: ..m.x ,n r n.,a .nm, I-: rnpOU A ATE ONAk- E Fleming Lic Number: 66648 3X4 ( A1) R= 784 U=104 W=8" (1.578" min.) fl/-/ 4/-/-/R/- TCJLL 20.0 PSF k— DL 7.0 PSF BDL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 25"/Ft. REF R6666- 45372 DATE . 05/29/18 DRW HCUSR6666 18149299 HC- ENG SSB/DF SEQN- 148726 FROM BS JREF- 1WBD6666ZO7 05/ 30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, ee - C5) Top chord 2x4 SP #2 :T3 2x4 SP #1: Bot chord 2x4 SP #2 Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 b) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X4(A1) 14-2-0 I 3-0-0 I 2-8-0I R=631 U=190 W=8" (1.5" min.) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.46 to 56 plf at 35.80 BC: From 20 plf at 0.00 to 20 plf at 34.33 TC: 133.30 lb Conc. Load at 3.08 BC: 163.00 lb Conc. Load at 3.08 Wind loads and reactions based on MWFRS. a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. 5X8 20-2-0 12-10-0 _I_ 15-10-0 34-4-0 Over 3 Supports R=1802 U=529 W=6" (2.127" min.) 3X4(A1) U=219 W=8" (1.5" min.) Note: All Plates Are 3X4 Except As Shown. Q .•"t-' " 4 Design Crit: FBC2017Res/TPI-2014(STD) 4 • PLT TYP. Wave FT/RT=20°(0°k)/0(0) 17. 2.0 11 .2 TY:y 4/-/-/R/- Scale=.1875"/Ft. WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWING), 3 TC IL L 20.0 PSF REF R6 6 6 6 - 45373 IUPDRTANT'• FURNISH THIS ORANIM TO ALL fnnAACfORS INCLUDING HE INSTALLERS. nf`flf.51 "Y DLrliti (flu ding fmym 5n faf °.;' t,y"Tl' N'TfA«;r xf orparforming t ese funcci onx Ilnz tellers"sM1ell pro"itle rCe rn ry br ingnper BL51. faun lesx no[etica M1e rw lge Ii --mg"c b ° "°" M1a"° a ATE 7.0 PSF DATE 05/29/18 prapeSM1Q ."°`"°° xtr"" ";°:<"y • rig itlhce°i ling. Loc at,onz wn for pe rmanen<ula aln of`w M1all.- bracing n alletl`pe rhR A • p(DLl 10.0 PSF DRW HCUSR6666 18149300 1IIILIrJI secc ons RJ. B] or 810. es epplicebla. Apply - caw'C M1 facevof or a^tl 'rd pl on ez sv wn acJ°Ine Oecallx, unlexx notatl oibe r-IxA Refer co tlra.i ngx 160A ror sca oar° Vlace p°xitVoa"bn"from Q" L L 0.0 PSF H C - E N G SSB /D FQ I1 C2 CAIgampanent. p any ° hpine. a tli"I.ia„ of IT'A' R.ildm bra 1 c. zha11 n e,pa..lble farror O • • i R,,p .• • i, AN ITwCOMPANV raving. any I-- co bulltl Che truz° In con v man a " ANS"TPlb 1. for Men°ling, shlW ing,° l atallatian ebrating of trnanaa. FS(••'••••••c TOT. LID. 37.0 PSF SEQN- 148737 An...l en -1. Ar-1,,, or t .f P.O. 11-1 rrR thl. •r.wlnp, IIMIc.t......pt.ne. of prof...lo 111 .Mlrw.rlrp r.apenalbl l lty .o1.ly for th. oulgn .how,. TM1v aulubll Ity am uw of "Ia Gfslro rar .ny .cruc uf. I• t re.pon.l bl IICY or the Bul lol, Os lRmr per ANSI RPI 1 Seel. yh. ry ` 9 Llyrlq/MJ11 DUR . FAC . 1.25 FROM BS 7illfolum Dnye, Suile ill? Cd.. o,FL 32921 m„ nrmntlnn xva Ix.1nh•x ga^oral ^^ p....n ALPINE: TN:-.. -.,,i -1.A: ww..x ,., n„x 1C°,.m.,.. xaraDou la FlemingLic Number: 66648 SPACING 24.0" JREF- 1WBD6666Z07 FL COA ND 278 www, n, ....m; nxl..,.r,,: .om UJ/SU/ZU16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Zbd/Z-,UWNtN bUILUtK ,UUYLt, JANItJ -- Urlan00, - Lb Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 = 3X4(A1) 5X5 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1•LW 3X4(A1) 4F 14-2-0 20-2-0 1E4 z-a-o_ I_ 1_ 5-0-0 _1_ 10-10-0 _1_ 15-10-0 _I IE 34-4-0 Over 3 Supports 1 trttunrq r R=475 U=70 W=8" (1.5" min.) • A S F/ %;,60 U=110 W=8" 1.5" min.) RL=284/-284 R=1592 U=141 W=6" (1.879" min.) .[G11'` Design Crit: FBC2017Res/TPI-2014(STD) a PLT TYP. Wave FT/RT=20%(O%)/O(0) 17 2.04 11 .2 T :V /-/4/-/-/R/- WARNING! " READ AND FOLLDIV ALL NOTES ON THIS DRAVINGI 3 TC LL 20.0 PSFIMPORTANT" FUWII SH THIS ORA•INR To ALL cowna.4cri R5 IRI].I sm THE INSTALLERS. x ax r , '0 f ,all MI an,l I. :,.,,. H„ r y frPf,51(Pnl Idl„g fngmnnnc Sa fa ry infnran[I y'rTPI oral •TCA)r rer .wfncyarrw.0 ' 1 lena.anfuneel TCCDL 7.0 PSF o parforluieg on,. Ins eallera ,Wall provide ee.por.ry b eing per RCS1. Unle.. mod o Far my allinava preparly . cacnvtl ,crucc ral ,ne Wing eM be c d Hall Have a properlyrtigle'ceilirg. Lm eel ens ,non,`fer pa raamn[ Isca ralares ai n[ of`v snallfnave brae i,q In,celled `per ATE ' Q8( DL 1 0.0 PSF rI ^ Q I r l l lug I- Pa. PT or P,o. a ,ppn a.bl.. Mp'y pl.ca, ce a n rape or cr ana po,iuon ., ,no.n wove .ne le.`a June Oeen;.. onunl. a, mead aenarase. Refer rp tlra.in ,-AC2 !ar searMartl pl '. pa.ielana. o9 . //' tpFT'• LL 0.0 PSF Alpine. a f 1- Puilding Canowen<. Group Inc. .hall m aspensible f any tiv.lacidn fraw cn O(r6O/I • ` '.• O R o.Al IrwconnPA1,11 aving. any'f.11ura ce bulltl cne cruns in con orvance .ICH AHSI/Tplb,.ror rar Handling. .Hlpplrg. i.callacian .bracing ar r ..a,. i F (1••••••/•••• Z ZZI Ar ll/O TOT. LD. 37 .0 PSF i,e..'. Tti tlI-II icy. .1 c•• A..ppn,Ibl Ucy arl Irurq llr.II f`_ DUR. FAC 1 25u,a ` c ura ta,ly'grer cne e.aiy... oracn 1. d—lM fdr•eoywaparl,iblllcy 4a._.r frMUIOUW r75groIWH Drive, Suite 3D5 er i aulltlirp Daslgmr per ANSI/TPI 1 Sea. i. SPACING 24.0' Orlando FL 33R2I FL COA WO 278 rn ar In., an ,n . ga..cr.l m . raga ALIW: aaa. ..gym `TN Via... .. ri,: •TCA: eea.. , m. ICC'aaa..araDou la Flemin Lic Number: 66648 Scale=.1875"/Ft REF R6666- 45374 DATE 05/29/18 D RW HCUSR6666 18149301 HC-ENG SSB/DF SEQN- 148729 FROM BS JREF- 1WBD6666ZO7 05/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Z58/Z-,UWNtH BUILUtH ,UUYLt, JAMtS -- Urlando, - LJ-I Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 6 2X4(A1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART.-ENC. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55 Wind loads and reactions based on MWFRS with additional C&C member design. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=-36 Rw=40 U=53 (1.5" min.) 10-6-11 R=9 Rw=27 U=24 10-0-0 L--1-4-0-J 1-0-0 r 3 S pports R=199 U=100 W=3.5" (1.5j1 min.) RL=40/-30 Design Crit: FBC2017Res/TPI-2014(STD), S' - - " o PLT TYP. Wave FT/RT=20%(O%)/O(0) 17 2.04 11 .2 T O /-/4/-/-/R/- Scale=.5"/Ft. Oa p AN irw COMPANY WARNING!" READ AND FOLLOW ALL NOTES DR THIS DRAWING IMPORTANT** FURNISH THIS OR lw TO ALL COtffRACTORS INCLUDING THE INSTALLERS. onperforml ngic >v"func[1 ons.l'I nxeellers"mall" pro. itle rt_*... y brat ingepvr BCSI.f"Unlexs`noCetlro M1er 1?.e Cop c sM1ell M1a.v properly e<tecbetl sCruct rel .M1 M1i ng end ba CCom c tl M1all M1e.e a properly .... rigitlbceiling. M1Locacionx s orn fur pa rmenvncu le<e re o r nellxM1eve bred ng I cellvtl `per 9, 0. ax applicable. Apply W .— L. e:(h'::efa « .ntl position ex x r., . e `Ju'inc D—ilx. unless notetl otM1erri.e. Refer eo tlrarin 160A-Z for xCantl artl to poxl cl ons.b M1RscAlPlne, a tl . s'o".of ITV Oullai g Co ponen<afGroup na. eM1ell nn[ be refponfibl^tl' any tle.le[I n fro M1 anyifuruCobuiltlthecrucesinconor.once rlcM1 1l Sl PI 1. o fo " u^g aM1i pp'ng o t J seal la[i on bob racing or cru ssas. t % Y ATE ; a. F . F( R QQ;` S TILL L20.0 PSF DL 7.0 PSF itLB( DL 10.0 PSF L L 0.0 PSF aT . LD . 3 7.0 PSF REF R6 6 6 6 - 45375 DATE 05/29/18 DRW HCUSR6666 18149302 H C - E N G S S B /D F S EQN - 148678 G7i11, FofWl Drive, Suite 3(h A^ ... 1 en U1. el . lr .r cewr p.p. Il.tlnR t l• Er..l I,b Ic.G..ee.pt.ne. of pr.M1..l.n.l .nN lrwrl np r.. ponalbl llty .ol.ly far — J..". ,Ibew,. TI,. .ul[.bII I ...a u.. .f -1. Er..1n far .ny .cruc[u r. 1. respond bl 11ty of tM Rulldl D..I Rr,.r p.r ANSI RPI ,_ O NA v DUR. FAC . 1.25 25 FROM BS SPAC I NG 24. 0" JREF- 1WBD6666Z07 OrlandoFL32R21FL COA HO 278 Fn . n r,e inn e I Jn x gnnnrel ,.n x capeaf4(KWIUIU ALPINE: . , In M:i =..; TPI `rrr::°.I^nx .,r,,; WCA: ---.•, , Lry <nm: ICG%wr. raDou la Fleming Lic Number: 66648 05/ 30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Zbd/L-,UWNtH: ISUILUtK ,UVYLL, JAIVItJ -- Urlanoo, - I.JJ) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2X4(A1) 1-4-0--J 13-0-0 Over 3 Supports J R=220 U=66 W=8" (1.5" min.) RL=73/-38 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Provide ( 2 ) 0.131"x31I nails, toe nailed at Top chord. Provide ( 2 ) 0.13111x3" nails, toe nailed at Bot chord. 11-6-11 R=59 U=33 (1.5" mi .) 1-10-3 10- 0-0 R= 50 U=3 Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17.; WARNING! " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI INPORTANT" FU1 SH THIS PRAWING To ALL CONTRACTORS INCLODING THE INSTALLERS. He rnr t ruaxnernilnn•1 n.i x a mn nzTPIIn d VTf.A r cci az frRf.S lrxldinxl1f 'r c in fn<' Infnrmr,C ) f aty + B nIn<e z< edlCinn o (Will g ,nnen y ,i mi. ny n nr xaf Irn e performing t axv func<ians. Inscellerx xn II provide temporary bra ing per BLSI. Onlaxx noted o M1erwt top c zM1all M1avv properly --the. z.......el she M1ing a bottomcc brd mall M1ave a properly a cec r igitlncveling. Locaclana morn for P. rmanentle[eralarez<rai or reb Fell M1ave bred ng inxtalledtpe rM1B LP actions BBa B] or '810. ex epplicth Apply fie[ez < o - g. r 16OA-Z t nr r d ryoes lC • wn above and QM1a Jolnt Ovcailx, uniaxx nocetl oche rw xe. Refer co tlraringxli6oA-2 ror xcarMertl plo a pazfcionz. ram cAlPlnv. evorITVBuildingComponenttroopInc. . c be r any devlo<ion f ring. enylffloracobuildcvcrueeInconormvncvrICM1M1AN51 /TPI , xPon.i reialing. .nipping. AN ITWCOMPANYaac.l l.cion i br.c I.. ar cruaeoa. An..el d1.1lW or c.v.r p.g. Il.cing Cnl, dr.ring, cc..r eInele.c..pt.ne. er prof...10 1 .ngll—rin r.. 11, uwity ly ror till— d..Ign .M1..... Tl. obincy .,m u..tnl. er.r ing ror . .tret 1. 67511,1`c g Drive, Suite 305 r•+poo•1 bi l l cy or tt. B„IIdI q D..i g. r p.r ANSI/TPI i S«.2. 02lido FL 32921 rn mn nrm Inn ee I. J* x gnnnral nn I -- FL e FL COA NO 278 nl.w pr.:...lpi e... ..ec TPl <pi .. rg; rrrn: .: ,x .om Irc s-x.rnpoU 11 ATE i ...... POW- Lic Number: 4/-/-/ R/- TILL 20.0 PSF DL 7.0 PSF DL 10.0 PSF ILL 0.0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 SPACING 24.0" Scale=.511/Ft. REF R6666- 45376 DATE 05/29/ 18 D RW HCUSR6666 18149303 HC-ENG SSB/ DF SEQN- 148687 FROM BS JREF- 1WBD6666ZO7 05/ 30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, •• - CJ5) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2X4(A1) 5-0-0 Over 3 Supports — R=286 U=74 W=8" (1.5" min.) RL=106/-45 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,.wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bet chord. R=116 U=64 (1.5 m n.) 12-6-11 2-10-3 610-0-0 R=89 U=3 Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17 WARNING I " READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" F(RNis" THIS ooAWIm To ALL ( mTRAcTUNs INIIIDim THE INSTALLERS. ' I r„sxoe rn:,i rn r .:n. x fx icxLin.I. nxn.11, .1. xn,pping. r.xllin:l xn.1 n ng. He fcr Lc xn.l na yr nrsl <Hu n di,.gl raxy.nnanc sa racynlnrnraxeian. nrsrrl xrxr rrr.A)rrer .x recr rrancin..Voperformingltvsexluncclohs. Inscallvrs melt provitle terPorary brat ing p r oL51. Unles• n tap c1:.l snail M1eve properly eccechvd strut[ rel sM1e M1i,q end bo[— c ord ane11 navy a properly a tecM1rlgitlcaling. Locations slwrn ror perm ntu lecerale rvstr.int or robs s avv bracing Ins Gellvtl [per eccion. aa. ar er ... es .pp nc.bla. App ry (Lce. co e.cn nce or t fnen„osicoon a .naw, .bova an d III C na Ja,nc Desch a s. unle•. necetl otM1errl:e. Re ror to ara.lng. _A-Z ror acaMertl Place Posiclonx. cA,Pine, a tlivision or ITW Builtling Camponvncs Group Inc. shell n c be r hie r any devl oclon !rw Ing, .'a__ to build tno tru as In con ori:,anea rite ANSI/TPI 1, or or antlling, a ppl ng. AN ITw COMPANY a a a ion A bracing .I trues. A ...11.rn -1• drwing or ev r p.g. rr••aspnw,ras bI1e1, ehl.soepe tl.lgnTau1ad.r.rr peu.l•Pueqeul 1b111ty —I•ly ore- whb11.qw 1ror ny 6750.F Drive. Suite 305 tYMulldl, D.. Ignr ANSI/TPI 1'!t2. nr.• .rI.l Orlando, FL 32821 Far x.,r n ar,x ian . _inn.nar. ,x.. x pxuc e n r rab FL COA NO 278 ALr INE: rrr. r. ,.x C Trl ....,.., .c. rN .A: ..r...:n, ,,,. 1rr Yrrr., x-DoUI D.1.11 4. STATE OF 1 F OR\QP'': NaN NA\. Fleming LicNumber: 66648 4/-/-/ R/ Tj ILL 20.0 PSF DL 7. 0 PSF B DL 10. 0 PSF ILL 0. 0 PSF TOT. LID. 37. 0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft REF R6666- 45377 DATE 05/29/18 D RW HCUSR6666 18149304 HC-ENG SSB/ DF SEQN- 148690 FROM BS JREF- 1WBD6666ZO7 05/ 30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LSri/L—,UWNtK CUILUtK ,UUYLt, JAMtJ -- Urlando, " — tJ.S Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2X4 III 2X4(A1) L-1 -4-0--J I3-0-0 Over 2 Supports, R=220 U=89 W=3.5" (1.5" min.) RL=73/-38 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART. ENC. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55 Wind loads and reactions based on MWFRS with additional C&C member design. 10-0-0 R=85 U=54 Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(O%)/O(0) 17 WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAYINGI IMPORTANT' FORM191 THIS ONAWIMG To ALL CONTRACTORS INfLmIMG THE INSTALLERS. u1ru , x xllin kc far M1c - f flfg lc (flnlltling frnr.anvn[ Sn fvtYMl nfnr,ae[Ivn. M1YaTPI en YTrA) e r nfvcy prnc[IcvxNaparror,el nq c axenryn[u onx. Inaca nerx ane n vraeim ceeporary r lnbraccinpar 6cSl. rnUnax e rlycp os<rly enearM1brdianeva... callng. ......M rbsnelleper sec c,ona Day. D] w. 810r . pulllticinbg eApply plaeco n fOZ eruaetl poalopa e<pvlooncxl. bne Dlea Rer co tlrrnga 160A- 2facnare Vlaa eWis1:7.. enca nPbro.po...bbolnatlgany ca1, error li, aiuoIW6beyin AN TMa [ n---- A rrom A bracing or I enknl. ernrlrp or erp.R. I1.61nR tl.l. dl w— I R. Irtllud — pe— ar prer...l.n.l MI —I r.apon.lbi licy to .ly rer — .sign shawl. T- wl<.bl llcy .ne u.. or this Orar M ror .by .cruccur. la 67 i0Fo_ Dlive. Suite 30i rvapenaibl l ley oft U.r Bul le 1, D.alg,wr p.r ANsI/TPI 1 Sva.i. 011ando,FL 3282I Tnr e., ar,e tin. as I. Jnb . g here Pngn FL COA 90278 ALPINT.: rrr. a, r.a. TPI ...--.n nxc.nrq rrr.A: I00%rrr.,c .—DOU 4.. 11 .4.2 QT C ATE c*"4'4 ORM" Fleming Lic NLimber: 66648 4 IIL/-/4/-/-/R/- TOLL 20.0 PSF DL 7. 0 PSF Q8 DL 10. 0 PSF I - LL 0.0 PSF F'. TOT. LD. 37.0 PSF DUR.FAC. 1. 25 SPACING 24.0" Scale=. 5"/Ft REF R6666- 45378 DATE 05/29/18 DRW HCUSR6666 18149305 HC-ENG SSB/ DF SEQN- 148681 FROM BS JREF- 1WBD6666ZO7 05/30/ 2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, ee - EJ7 ) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"xY nails, toe nailed at Bot chord. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=169 U=93 (1. min.) 13-6-11 3-1 -3 R=127 U=6 10-0-0 Ll-1-4-0--J 7-0-0 Over 3 Supports R=358 U=85 W=8" (1.5" min.) RL=140/-53 X4 Design Crit: FBC2017Res/TPI-2014(STD) mar " ' v/ • PLT TYP. Wave FT/RT=20%(0%)/O(0) 17 2.0.1.11 4.2 QT .12 /-/4/-/-/R/- Scale=.5"/Ft. Q P AN ITW COMPANY L7;11 ,Fo—Drive. Suite 305 Orlando FL n279FLCOAN027% WARNING I " READ AND FOLLOW ALL NOTES ON THIS DRAWING( IMPORTANT" FURNISH THIS ORARINB TO ALL fiNRMCTORS INCLIm ING 111E INS7ALLEAS. l GIneFn. r RCSn,, 1117M10vn'i nsfrflf.51' (flulldlr,g f.,aq,nnenC Sa loCyl nfnrmaClnn, hYnTPllan 'NTf.A)r" r afo. precCl res $rl co pvrrorm ing'[ ass functions. Installers shell provide temporary b ing Per BGSI.InUnlvsx noted a berr vopcordaM1alIhhaveProperlyetc.M1ed •trpaprec ,M1eemycg end mcc nel I here a nrep.rly . tee pl r'g,'Id vlling. Lncatin : shoen !pr permanent le ere re elnt or • allsM1avv brsc ing inscallvdeper e0S s B3. B1 or B4O, es epplic able. Apply ple[es to aacM1 lace ar cr d posl tlon as sM1oen above enJ'i tM1v Joint Botnlls. unless ,wtod .Cb se. Rvrvr 1. ereeings 160A-Z for ace pre pl.to posiclons. sA 1pl ne. • dlvl•lon al ITN Bulldl Gompnnemcs G...p Inc. aM1ell no[ a nslble for ovloti on rromse,.` ml ng, any foilure c I'd c o rune In confo rmanco elth ANSI/TPI ,. rosp rnr M1vntlling, .M1ipping. Inn callecion A brnci ng arucrunnee, n Ae.pon•IG14ity ari.imOfor CM a alpn I. !1R TM • It•blp lcY alMKee ervclpil eelnyrferof ••lY •I rung lrw ;=f9e•pon•Ibi 11 ty a! tlw Bulldlrp Deslpner per AN51/TPPI , Sec.2. uu dr t pfe a F. m^ nrm tl^^ ^^ ;^ • r-Dou lanLrlivC: urea xlPi .., ..n,m, Trl xee., a.. rg: Nrrn: .: ..:, n., .nm, Irv. .... .,:.,.. T L L 20.0 PSF DL 7.0 PSF DL 10. 0 PSFATE • r ` Ar • LL 0.0 PSFo •. 1OI `. •. • ' TOT . LID. 3 7.0 PSFIj ••N•R••• H,4 /O N q DU R . FAC . 1.25 k/f1rylINF/WIU Fleming Lic Number: 66648 SpI NG 24.0' R E F R6 6 6 6- 45379 DATE 05/29/18 DRW HCUSR6666 18149213 H C - ENG SSB /D F S EQN - 141052 FROM BS JREF- 1WBD6666ZO7 05/30/2018 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, ie - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x6 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. PLT TYP. Wave LptN C AN ITw COMPANY 673(V. Rn DriY<. Suilc 30i Orlando, FL 32821 FL CO.A No 278 2 Q-0-0 Over 3 Supportsj R=376 U=58 W=8" (1.5" min.) R=82 U=35 (1.5" min.) 11-6-11 1-10-3 10- 0-0 R= 147 U=8 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 3.00 BC: From 20 plf at 0.00 to 20 plf at 3.00 BC: 378.17 lb Conc. Load at 1.06 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Design Crit: FBC2017Res/TPI-2014.(STD) FT/ RT=20%(0%)/O(0) 17, WARNINGI - READ AND FOLL011 ALL NOTES ON THIS DRAVINGI IMPORTANT•' FORMS THIS D INR TO ALL CONTRACTORS INCl.1MING THE INSTALIJ:RS. I r.aaaa ra.l„ire . w.ntl. n.l. .intl, n.l a Re rar ! ,.n S e Mlcian n rrRf.S lc (14,1 InI...,... . ...... Inrarl..,r.inn, byar Pllenn RCSI. rnr",safn r;Y Prwc[Ice 11 oparforeingtaxefur,clions. Installers sM1 oviJe te.parery b cing per DLS1. Unless nocsE o M1 rG op cM1orn -.11 1,- properly ettecbea strut! rslpxMetM1ing aM bo c n ell M1eve a properly e 1 q In cel... . La<etlons shorn ror permanent"I ecerel r rein! oft. M1M1.IIaM1•ve br•ci„g I_. IleC tper cClons 03. DT or DID. a ... I -, Apply Plates c h face of t e position a ere en. M1e Jalnc Decnlla, unles.xnoten ocM1e rrixe. Refer co Ar.ringa IGOA-Z for xcanna ra place post Ctonr.b Alpine. a division of ITV Duilnl nq Laepanenls Group Inc. shell nac . espom ibly ror any deviation rror oIng. any failure co bulls the truss In <onforeence rllh ANSI RPI bl. ror rar M1. IIN. aM1lppinq, nwulLUan L bre<irg ar cruasae. I en "I. •-IM er eowr P•W II-IM thl• drNlnR. IrN lc.c...cc.pt.le. et p-...1-1 NI -I apmabl l lty wbly ror cM de•Ign slew,. Tlr .0 lc.bl l ity •nd uw of -1:dro IN ror .ny .tru<tur. 1. s> pmslet I Icy or [M Dql Id llq Dral firer p•r ANSI RPI I S .2. fnr aa,r n . Inn nn ..1 ne , gnnarwl nn. s rwRn e n .n. .es. rrl Frrr. .., rll; Nrrn: ..... n, •, .n. Irr. :.w1. «aa rnpOU 0, 1. 11 %4. 2 Q i 7AT 04 I4. R .• FNAL E Lic Number: 66648 1 ' IL/-/4/-/-/R/- Tt ILL 20.0 PSF DL 7.0 PSF DL 10.0 PSF ILL 0.0 PSF iVTOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.5"/ Ft. REF R6666- 45380 DATE 05/ 29/18 O RW HCUSR6666 18149314 HC-ENG SSB/DF SEQN- 148732 FROM BS JREF- 1WBD6666ZO7 05/30/ 2018 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, " - GE1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP M-30 :B2 2x4 SP #1: Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. a) #3 or better scab reinforcement. Same 'size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails P 6" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X8(B3) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART. ENC. bldg, not located within 9.00 ft from roof edge, RISK CAT IT, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55 Truss designed to support 1-4-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent live load. 5X5 dYS _a 4X8(B3) 15-10-0 I 15-10-0 I 31-8-0 Over 2 Supports 'I tttatlWr R=2457 U=1558 W=3.5" (2.899" min.) `+ PC? 4+k}11558 W=3.5" (2.899" min.) Note: All Plates Are 2X4 Except As Shown. OV.•• S`•.; w - Design Crit: FBC2017Res/TPI-2014(STD) a • PLT TYP. Wave FT/RT=20%(0%)/0(0) 17 2.0,.11 4..2 QT 1 WARNINGI " READ AND FOLLOW ALL NOTES DR THIS DRAYINGI ^Y V. • T L L 20.0 PSF IMPORTANT" FIAIIISH THIS DRAWLS TB ALL CaiFACTORS INCLUMMG THE INSTALLERS. ' r ^,n,n~,. In y. q' DL 7 PSFImBf.S Ir(Auiltl ,vll'fny,o S.,r r.n< byTrl w 11'Tf.ATr r yntr' voperforsingl[ s nNnctlan,. Install re ,M1 I prvv itle rteeperery G eci,q per BCSI, rnUnle„t.w etico nlocet 0 rre`erh e«anetl ....e ra th. n.rtl , r Ditlncetll llnq. on for pnreenente'Lterel re, ain[ of`.eG,cz I Ihave Dr¢Irq Imbllatl pe S ATE_ iN DL 10.0 PSF 711 ^^ Q eGtl on, Bza DT eo B,o. serrl lc.nle. Arrly (Lte, <. e.cn ret^ oar < .,, e w,l oon ., , rw.n .uo e n.>?o CM Joint Dviceil,. unlace no<etl ot.,erelaa. Rarer to tlrv.In IGOA-Z rnr ,tenaertl rlate p.,i<lene. , g °• .' L L 0.0 PSF I LI A lrl„e. , er I1r Bul Itlln, Do.ponen<, Drenr In<. , ..ran„nl. r any tleple<ien rl ` In ror %:d'11n 1,l pP,. X" •. O R Q. AN ITW COMPANY follury t v [rocs con ormoncv ef<M1"ANS1"TrIDI, or ppinInn ¢uni Oi at°oy, a nrnclnp or cruew n. 0 R rlel'yp t•• llr.1. Aeepone le,!:R thl,TM rfor••ly .I I C` '•..,°,..•'' k, rs NAll. TOT. LD. 37.0 PSF DUR.FAC. 1.25rungoTC-1 Or w1n 1lbll'llty foru<Ir tl g. as Itto1p ltyriOr,E u.e c e ur. c p 67i16Fo—Drive. Suite 30i re,Pan, mincy or cn. eu nal,.R 0e,l y.er r.r ANSI rtrI 1 s.c.x.e k/l1fI1/1i11Y1110 r SPACING .24. 0" 011zndo FL 32821 Tnr .nrr ,n nr ;nn nn .Inl.•,. Dnn<rel . , reBn , . n.n .nn .. AIP `TPI -.A: ,.. ,,. II:I:'.... ,,:.: er.:Dou la Fleming Lic Number: 66648FLCOARD278INf.:.... n.a..M ..... ,.. . ,,.,n. . Scale=.1875"/Ft. REF R6666- 45381 DATE 05/29/18 DRW HCUSR6666 18149306 HC-ENG SSB/DF SEQN- 148754 FROM BS JREF- 1WBD6666ZO7 05/30/2018 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, " - H11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP M-31 :B2 2x4 SP #1: Webs 2x4 SP #3 a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x31',min.)nails C• 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X8 % 2X4 III 5X8 m 3X5(A1) = 4X5 = '^J3X4 = 3X5(A1) lE 9 E 14-2-0 •- 20-2-0 10-10-8 I 12-7-0 I 10-10-8 I E 34-4-0 Over 3 Supports ,.•utstlsalnu, ' I R=1210 U=361 W=8" (1.5" min.) p,S F//2iY6 U=374 W=8" (1.5" min.) RL=209/-209 R=287 U=86 W=6" (1.5" min.) Q •••.• •..a"/A p, Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17.i2.0 1 TY.1•• F-/4/-/-/R/- WARNINGI " READ ANO FOLLOt ALL NOTES ON THIS DRAWING • T _ L 20.0 PSF INPONTANT •' FDANISH THIS M'W"IF10 TO ALL CONTRACTORS INMODING 7HE INSTAUYJ.S. ` • a i N,rer r.a ,I r.,eak • TCL 7.0 PSFYrnrsl <n„1lnl"n r...1,""„"r. sa racy for,r..ci e.., ny~Trl a"e wTr.A) ~ r"er, y precci r.,x JK P,= r i operlo:i^P 1;,er"„<rie". I",cellar, ,Hal Preatl. re.per.ry a .ri. p.r 0[SI.`°unle,.`rwt.d n,r i, ATE • Hell have pro5erl yo~"eccecM1atl cruccurn[ z M1i,q eM bac[m ° znell nave a pro'Cr;; eccec e° /1 1 Leeecie rar P,rm.nePe I. er: .i er .eb,`ahell n.. br..i e a pern0G5 DL 10.0 P S F ecu o".lea, DT er N10.".z`applicebla. Apply pled. d1.. , race or < ."e Pea ciao ., ,no.., mP.,e ."tl eI„ / • ALP Lei"r o,rell>. „"leaa "eeed arner.,,e. N,rer tlrarl"Pa I60A-2 rer , e"dertl 1,leee paalrlee.. ae , QP. L L 0.0 PSFcAlvl",. a dl„I. ro„ er ITw Oe n di"O ee,epe","cs croep 1Pc. .Hall "oc b,rr:,pa..lble ror n"y d,vlecl eo r . ^ .•l O R •.• a.,, a"y r llPra ea b Itl ene erP,e ae„rer.e e .Icn ANSI/TPI , . ppl",. I OT. LD. 37.0 PSFANITWCOMPANY A"w.11en'UI. drwl,q arucray.r p.•. Il.t lrp Cnl• Or..ln•. IMle.t.e .ccpCrine. l'. r pr.r...1-1 .n•I,r.rin• n ''// r. r.,pan.lbl I ley .ally r,r cn. d..l p, .I.a..,. Tn. ,ulc.bl l ley ..m e.. ,r V,I, drel,p r.r e"r .rPaT.ar. 1. e / ltwlul DUR . FAC . 1 .25 G73(Vonun Drive, Suite 30 r.,pw„I blllcy er I— • Ildl, D..iy r p.r ANSI/TPI 1 Sse.2. Orlando FL 32921 rn .e e . le" ea .,~ "ere r. „e .en r. ,. SPAC I NG 24. 0' FL COA 9027% ALPINE, wl„i ,.-•.•—'TPI`-,.-.. .• `WTI:"°:... ,,r»„ .y . ICr:`...., •raDou la Fleming Lic Number. 66648 Scale=.187511/Ft REF R6666- 45382 DATE 05/29/18 DRW HCUSR6666 18149307 HC-ENG SSB/DF SEQN- 148714 FROM BS JREF- 1WBD6666ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LLJO/L-,UWIMCK OUILUCK UVTI-C, JAIACJ -- UVIanUU, - r1/J Top chord 2x4 SP #2 :T2 2x4 SP M-31: :T3 2x4 SP M-30: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. 1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 6X8 = 2X4 III 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"xY ,min.)nails @ 6" oc. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-9 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-5-9 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-9 overhang. US 3X7 = 6X8 T2 T3 6 6 r a) a) a) Ell 3X4 III 4X5 = n 4X10 3X5(A1) 3X4 = 4X5 = 3X4 III 3X5(A1) E4 14-2-0 20-2-0 W 7-0-0 I 20-4-0 _I_ 7-0-0 _I 34-4-0 Over 3 Supports Ifp I Uitllq l R=702 U=224 W=8" (1.5" min.) R=3428 U=953 W=6" (4.045" min.) ...AS FLFj4`9Y5 U=378 W=8" (1.5" min.) Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17.(2.0 1 TY.P. F-/4/-/-/R/- WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI j TC L 20.0 PSF IMPORTANT' • n11MISH m115 ORAWIIIG 70 ALL [O/IIIACfORS tI1CLID ING THE'II6TALLERS. .`•e W •- Irv,a,nx rnn re r." in rabr L-al ,n•, b-n.11;r.,, ,nipping. LxIIIrK, en.l Lr fm,. Hn fnr Ln nna a I "(Aul Itlim, <nn;,,.;.. z-!e<y Inrnr.a<Inn. by-TPI e, .TIA, r ;ern<y pren<;cea`pZ1LsatunebnUnl.,, r TC ,,L 7 .0 PSF eper orsIrq <lom. Iro[eller, ,^ II provltle ceenorery cing per q[SI. nocatl o ^era , cop antra ,hellhheve prep rlya le natl ,Cruc<ural ,h cnl nq end bo[[ ell Nava a proyCrly . cecbeao° ere, e :°I'h. A ATE 10.0 PSF O gltl as I Inq. aae<Ian. ,h peraanen< Ia<er. aln< ar . a brealnq ,n aI Ietl`per N< BT or 8ngeaaany'pl ice^ee-lae"plyeJoln< Oeeall,. u I eetl o r Re re,- eo ing, ,GOA-Z ! rtl place paaiel on,. ' t. ach feea or corn corn a oe, l [ ean es ,no-n ebover e cAl n Q r. y / '•. / o ' r DL ILL 0.0 PSFQ B3. In<e,lUra- pl ne, a tlivlalon or IT. Rulltllnq Cagonen[s Greup Inc. .hall ,w< ber re,pon, l— ! any tleala<lan ! a-I,g. any tailors co bu utl clw cruaa in con oraa..c. -Im ANSInPI 1, r h ntll l,g. ahipying. ` O R\ .# 7j (` ........r PSFANIrweompANYelle<lan . breal qpi TOT. LID. 37 .0 An».I en Ch1• rr»Inq ar cay.r p.p. Il.tlnptlr»Irp. IM Ie.<., ace pe.,c. of praM1..l a1.l .rq In»rinq r.aponalbl l l[Y »lely rar a Galgn ,Iw,1. Tlr »I<.b 11 ItY ..w u» of <hl. it 1, rar anY .<raa<ar. 1. j vb•/,-O '- l4pM111U1110 OUR. FAC 1 25 67i(LFoN L4ive. Suite 305 r..Poo,iblllcy or — gelltl l,p D-01g., p.r ANSI/TPI 1 SK.z. S PACING 24. 0 ' 0dzndo FL 3?x11 Pn ee, nr Inn nn Jn , genar-I Al.r lrlr.: r,,; *f.A: --.,. , ,n. ,, .n,e. I'---.- —Dou la FlemingLic Number: 66648FLcoal9027% wry.l =, .. _...`TPI .. Scale=.1875"/Ft. REF R6666- 45383 DATE 05/29/18 D RW HCUSR6666 18149308 HC-ENG SSB/DF SEQN- 148700 FROM BS JREF- 1WBD6666ZO7 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, e" - 1-19) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #1. Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X8 3X5 = 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 \\\ 2X4 III 5X8 3X5(A1) 4,7 14-2-0 I _ 9-0-0 R=1218 U=374 W=8" (1.5" min.) RL=180/-180 16-4-0 34-4-0 Over 3 Supports 2X4 /// 3X5(A1) 20- 2 -0 _1- 4,1p R=273 U=67 W=6" (1.5" min.) Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17, WARNING; " READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FIRM SH THIS DIRAW W TO ALL COWMACTORS IWUMING THE INSTALLERS. Ir, ono xr fxl ., ^I. n .I l in:l. n lxl WI. a Iwtexr.ren v, fraf.5lr (Pniln l,g 1L Ixq." r. $wfn .V Infnr xcinnl, nyxTPllenn •Tf.A)r for xw recyrl+recc Ix rroVerfer.I,g cneaen runc[1 onx. Ina[ellers"a bell prole. tiiy 1.ry b clop p.r acSI. Un lea. ..c.e .—I properly a cec ee scrucc reI ane nirg Intl po a nave a prlVarly ariglenc.il trg!I Locations anornt fornpe rvanentule[eralerescrel n[ oftr nh.11aneva Dr.c ing Ine<all.etp.r a acCl lna fiD. 9'! or ... ea .VpllLable. .. R places eo e , f.ce `r e[ r ens pas cion ea anorn apauvr e ane Jelnc Decell.. ItIo. . na cntl ocnera xe. Re for cI tlrawinge 1GOA-2 for .ce^m rtl pl e<e paaltllne. CAI P, IT• au n el,g Corp."Inca Gre"P 1 anell no a ...Ip f.r a^y tlev ac on r ring, any !allure Co builtl Cnv <ruaa In cenforrance . n ANSI/TP11 rvr for nentll lrg, -IVY I^e. r AN IrW COMPANY :cellecian A pre<i,g or cruaaa.. An —I an eHI. dratI, or eevar papa Ilse Irp Cola erar lrp. IrW leataa accapeanca of preM1aa anal arg lrrarin raapenal blllcy aol.ly for ch. Malpn a1cw,. TM _it-lllty aM uu If Ula erar l,g !or any ec ructura la G7iD.FOnun Chive. $UIIC 30i raapw,a lbll Ry .r w aulle l,g Oealyror p.r ANS.11 1 $aa.:. Orlando FL 32921 Fn ex, n . la" .. nla Jn + pnm:rel nn, a pxp. t .. r .. FL COA N027ri nLrlxF: rrr.x q,ir . nrcrnl. Lpin r.1; WTCA: vy .ar ICC: rpou O•••N wa 0 .11 2 &A STY/ Ir ATEO4 c••: c OROP': i •4•rin• NAL Fleming Lic Number: 66648 1-11 2 U=384 W=8" (1.5" min.) Fl/-/4/-/-/R/ TC I-L 20.0 PSF TCL 7.0 PSF j DL 10.0 PSF Lf LL 0.0 PSF OT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R6666- 45384 DATE 05/29/18 D RW HCUSR6666 18149309 HC-ENG SSB/DF SEQN- 148717 FROM BS JREF- 1WBD6666ZO7 25872-,OWNER BUILDER ,DOYLE, JAMES -- Orlando, " - HJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS '& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2X4(Al ) Lr-1-10-10 ---J 4-2-15 Over 3 Supports R=181 U=118 W=4.95" (1.5" min.) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, PART.—ENC. bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.55 Hipjack supports 3-0-0 setback jacks with no webs. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. 11-6-6 R=51 U=43 (1.511 mi .) 1-9 14 10-0-0 R=16 Rw=17 Design Cr.it: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17. WARNINGI " READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT- • Ft= SH THIS ORAWI MGMALLCO(TNACTORS INCL1m IMO THE I16TALLFAS. neana r n,. TPll IwcnscrrrOf.51r(Buileln7 f.,.,awsmnlr. Sn fecyMl nfer.nr.I nn, nYwmi WTf.A)rx ecY nrwccl el. rn ePerfer.inglc asan runc[1 one. Ina[ell. ra .nail provide ceeawrary Drec lnq per BCsl.feunleaa nocetl a ` eM - ttw < d I nave a properly e c opecopctlaM1eIIM1M1aprrlyacM1eeacructreaneHellriglencelling. La aciena an.w,for pv rwenen[ulrel re. aint or w ue nave Gr.c ing In.talleeper B a[elQtMaccinna B3. BT or 810, ea epplicab le. Apply p t,i ce et M1 fecee` f Q eM poal Glen ea alwrn eGoveroanse Jrin< Be cell.. unl* n. . ecnvrwiae. Rarer ce tlraringa 100A-Z roraate,ware place poalclona. Alpine, a diYi.lon or ITW 0.1Idlrg Ce gonenc• croup Inc. .hall n sap ... i Cle for any deYio _ r ror Bring, nnyf.11ur. c build c cruaa In con orrence ri n ANsl rtPlul. for M1nntlling, aM1lpping. AN ITw COMPANY Inecnlleclon A ernc i.g or cruaaea. A *at en "I. 4r 1m er ceY.r p•R. I lei"' this dr-1n . Ir Id e. ecc.ptanc. of prer... li n 1 .nRlr 1, r.apmelGlllty wi.iy rer w tl..,w .M1ow,. T1r •ult-II ICY .nd u.. er —1• dr..InR rer —y atru,tur. 1. 07 iP: FOruin Oflve. Suite 305 reapmal El ll ty er tM1. Buildiry D.al prrr per ANSI rtPI 1 sec.z. Orlando, FL 32821 Fnr - mrer.aclm a. : • gnroral ,.,. . rage . alcna: FL COA 90 278 Inn ALPINE; TPI: . WTCA: .wr... , m, [CC: .., a .reDou C 0 =; ATE OF Vt' Flemine Lic Number: 66648 F-/4/-/-/ R/- k y L 20. 0 PSF TCL 7. 0 PSF DL 10. 0 PSF f( LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.511/ Ft. REF R6666- 45385 DATE 05/ 29/18 D RW HCUSR6666 18149310 HC-ENG SSB/DF SEQN- 148684 FROM BS JREF- 1WBD6666ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Zb8 rZ-,UWNLK bUILULK ,UUYLL, JAMLJ -- Urlando, -" - NJ/) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 2X4(A1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3 ) 0.162"x3.5" nails, toe nailed at Bot chord L.-c-1-10-10 9-10-13 Over 3 Supports R=409 U=135 W=11.314" (1.5" min.) Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17. WARNINGI ; READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT •' FW115H THIS 011NIN6 TD ALL cOWfRACfDRS IN[2JLING THEINSTALLERS. M1rwc, ^U• Yn for co »nu .. ru.•os re,l,,, rn nv rna,: c»ra in fwbric»Ci,yl. M1r,»llin{1. •Hipp iryl, n C»Ili,yl I -IAM1eandclannrAcsl (lun lnln7 c rannc Sa racy lnrer,n»clon. nrFTr1 ann rrrr.A> rnr ..racy nr.ccicc:fP o perforal np cM sa runcci on• In•caller• eM1 I pravltla Ca.parery b ac leg par DCS1. Unless rwcatl o M1errl CW cM1ortl sM1ell M1sva properly eCce<M1etl scrucC ral •MeCM1 I,q aM b tl Hell have • properly er101tlcelling. Loc acl ons soon, rer pe raanvnC 1Kara resCrei nc nrcra4scM1a1lsM1eva braclry ImPlledcperM19 I Iloa ccl ons Ile. DT or Olo. .. sppllcable. Apply pl.— co each race of cru aotl po•Iclon es sM1orn .hove erM tlna Jol nc Oecalla, unlexs ne[stl acne rrlae. Ne tlrarin0a 160A-2 forofcao ore plate poslavleCl II lU I AN ITW COMPANY a Al ulna. o al.laen .r Iri Oul eln9 co.ponen<: creuv Inc.. ell Hoc be reavon•ml. r any a frm rsllnra c bulltl c ru.a In con o nco rICM1M1ANSI/TPI 1, r M1 ntlll,g, eM1lpp lrg w' lmcal l aclon i brscl ng or c...eee.c G7N Fo1Ilm Drive, Suite 303 A •••1 on "1. •re M er eevr p•R• 11•CI"R "I• •r•rlep. IIM Ie•t•e eeeeptenee r•rar pref•••len•I .rpulrwrinreapen•Iblllcy •obey for clr M•I•n Ow,. TM1• wl W11Icy en• uw o! UI• tll,q rer •,ry •Kuc r• I• ra• pora lblll[y of CM BuI l•l,q D•.'"r par MSI/M Ic1 5•c .2. Orlando FL 32921 FL COA 9027& n ., inn en I• ,In . Ooneral + naDn ..eb • .n r .n c nLrlee: ... . ryd......... n, r. ,r Trl x... Cpin ru: rrrn: ,. .n,. lcc ---Doug kS C V 4ATE O 9 0 R\Vt' ssYONA` is Number: 66648 13- 6-6 R= 239 U=133 (1.5" On.) 3- 9 14 A10- 0-0 R= 334 U=29 FB/-/ 4/-/-/R/ T, C I-L 20.0 PSF ICC L 7.0 PSF DL 10.0 PSF LL 0.0 PSF IOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft REF R6666- 45386 DATE 05/29/18 DRW HCUSR6666 18149311 HC- ENG SSB/DF SEQN- 148697 FROM BS JREF- 1WBD6666ZO7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 258/Z-,101NNLK CUILUtK ,UUYLt, JAMtJ -- Urlando, -" - MNT6) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X4(A1) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X8 % 5X8 ; 5X8 3X4 3X5 = 3X4(A1) l 1EAWE14-2-0 al 4 E 20-2-0 . 9-0-0 I 2-8-01 3-10-8 I 5-11-0 I 12-10-8 I 34-4-0 Over 3 Supports 'I R=542 U=164 W=811 (1.5" min.) ` AC C/.73 U=231 W=8" (1.5" min.) RL=238/-239 R=1499 U=418 W=6" (1.7681 min.) a iAT`J i•C/ Design Crit: FBC2017Res/TPI-2014(STD) PLT TYP. Wave FT/RT=20%(0%)/O(0) 17, WARNING I " READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT '• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 r„aac. renn.re n c ara ,n rwl.ricw c, ^11• hx,xll i,ryl. cn,ppl nll, n <xlling oral I.r ing. Nn fnr cv wrxl n Iwce.c nal< m nfrBLSln(N.,i l.Iing Ln.Qv,x:n< Se rvty Infer.nr.I nn, bYFTPI antl -1A) -1.w fe cY Prec<Ice. v perfer.Irq [ a.e function.. In.c e..... .hell proYltiv ce.per ary b cing par Best. Unle.. rw Cop -1 ..... I,— properly etcache... et r..Cralnt vfc. b sM1all h.Ye brat inq lnacallatltpvr sett ons B3. BT or B10, a. aVVllceble. Apply fl' te.ltO eacM1 face of ar r enotl pc. .— as It above an IIILIII M1e Jelnt Oecalla. unl. . nvicetl echerwl.A Refer Cv tlrawings 160AC2 for .Cant artl plate pe.lclon.. r cAl pl nv, . tllvl .l on of In Bulltllrg Ceyonant. croup Inc. shall nv ra.ponslble f any tlavl.clan r Ing. any rallury to bu110 aM10 [rues In con o .onto rich ANSI/TPIb1. o r r hentllirg, .M1ipp lrq. AN ITW COMPANY d seal tattoo t brad, , or cru.aea. An...l en thl. •—IM or eoY.r P.R. II.e Irg cola •r..ing. IM Ic.t...ee.pt.rle. or prof...lm.l .rp lrwrl r..pa,. lbl l Icy ae l.ly rer clr M.Igo _ TM1. wlt.bl I Ity .Le uw or U1. Orslro f.r •^Y .tr..t... 1. 00Fa Dri\'e, Suite 305 r.apwi.lblllcY of [M1. Bull•Irp D..I,r 1s ANSI/TPI 1 S.c.2. 011mnd., FL 32921 Enr aa,rn nrnr,.e Inn a I. Jon : general nn pegn . .eb FL COA#0278 ALPINE.: ....,rq,I,.,:I t.. n..a TPI z .tp lose. nru: WTCA: ..... ,<, n. I-: . .IDOU 2.0A. 11114. 2 QTY41 r C1 AT • I ssYONAI IF Fleming Lic Number: 66648 L/-/4/-/-/R/ Tj LL 20.0 PSF DL 7.0 PSF 8 DL 10.0 PSF A LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.187511/Ft REF R6666- 45387 DATE 05/29/18 D RW HCUSR6666 18149312 HC-ENG SSB/DF SEQN- 148711 FROM BS JREF- 1WBD6666ZO7 05/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2587Z-,UWNLH BUILULN ,UUYLL, JAMtb -- Urlando, - RAlilb) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live Load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 3X4(A1) 5X8 5X8 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00.ft from roof edge, RISK CAT II, EXP C, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X4(A1) 1E e 14-2-0 - 20-2-0 31E L 7-0-0 1 2-8-0 I 7-10-8 1-,1-0 14-10-8 I 34-4-0 Over 3 Supports ' I matd p i R=528 U=71 W=8" (1.5" min.) ( F%`766 U=106 W=8" (1.5" min.) RL=269/-269 R=1521 U=138 W=6" (1.795" min.) ,0 Design Crit: FBC2017Res/TPI-2014(STD) v ' V4. C • PLT TYP. Wave FT/RT=20%(O%)/O(0) 17 2.Q,.11'4.2 QT 1 Scale=.1875"/Ft. WARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI $ O. T L L 20.0 PSF REF R6666 - 45388IMPORTANT' F1RWlISH THIS ONNWINR TO ALL CONTRACTORS INGJm1M 7NE IIfSTAu.ERS. I ru.,c, rcee cerc m fxb r,rn x p ,M1 qq„ nU. mnallf m br Rn fnr cn w II . 1In "" :'. @ DL 7 .0 PSF DATE 05/29/18c - f flf.51 (fluilulr.R fo,,. Snrcty Inforentl on, by TPI n ,if.A) for nfecy preccicesreoVerforeirgce,enfur.ction,. Installer, ,null provide t=,.ry brat l,q per BLSI. Unless raced ocher • Cep clwr shallnh.ve properine[ucMd ,tract ral sna [M1i,p eM be toe chard , all nave a properly a[[ r ig ld cell irq. Loceclona . for perunen["lateral"r aln[ ef`.eb, , — br¢Irp iroca bd Pe '1 5 ATE : DL 10.0 PSF DRW rlcusRssss 18149313 cclon, al. eT ar 8,0. a, epplfubl Apply Place, [e eed. race of cr aa,Wnpositlon a. .na.o above andfa • d IIrII O «e J.— Detail.. u , ., hated a[her.lae. R.F.r t. dre.i 16OA-i rer ,t. d.rd plate Peaitien,. . ISl .' L L 0.0 PSF H C - ENG SSB /D F II IP Alpine. a divielen er ITN Bulldog espe,.%., Lroup Inc. ,hal l nee Ie re,penalble for my diii— en fro. c O O • Q` II IIIJJJ / dA!.Ing. any failure co build [M [ru„ In cenforeonce .1 [M1 ANSI/TPI I, or far h!L11 R. ,hl ppi, /A •• O R AN irwCOMPANY ........ A bratinR er tra,.e,. 4.// C` '•...,, •• TOT. LD. 37 .0 PSF SEQN- 148720 Anu.I an -5. dr•.IW or e r P.R. II -IRA thl. dr,11.0 IRA Ie•c•• •ec•PC•m. er Prer...laul •nRln••rino r.•Panalbl II[y •ol•ly fur e-I d.•IRn .Iw.. TM .ul Obll Ity ...d ".. of [AI. dr.a,g far •ny arpt[pr. I. /i/ siS'/NAL `_ v DUR. FAC . 1 . 25 FROM BSr.,pon,lbl ll[y of Ur Z ..I,g D.•I Rlwf par ANSI/TPI I Sec.]. /// 67;tiFolum Nve. Suite 30i f/r(t1fflW11 aIndD FL 32821 Fn r a lan ee nf, ,en•, De.ra P", _ -eb .e SPACING 24 . 0" JREF- 1WBD6666Z07 FL COA HO 278 ALPINE. w.. .: TPI -... ,_ r,I: NTEA: :....a, ,. ry.Md.: If.0 *.w.......Dou la FlemingLic Number: 66648 05/30/2018 CLR Reinforcing Member Substitution T-Reinforcerlent This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, is specified on o truss design but on alternative web L-Reinforcerlent: or \ reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown On single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified) in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reirlforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x.4 1-2x6 2x6 2 rows 2x6 2-2x4Gk) 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6<+) T-reinforcement, L-reinforcement, or scab reinforcement to be some species and grade or better that-, web member unless specified otherwise on Engineer's sealed design. X-) Center scab on wide face of web. Apply (1) scab to each Face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0",min) nails at 6' o.c. Reinforcinc member is a minimum 807 or web member length. WARNING-- READ AND FOLLOW ALL NOTES ON THIS BRAVING! IMPORTANT.. FURNISH THIS DRAWING 10 ALL CUNIRACTORS INCLUDING THE INSTALLERS. Trusses reGWre —trene core in fabricating, handling, shipping, installing and brocing. Refer to and f.Do. the to test edition of BCSI (Building component Safety Information, by TPI and SBCA) for .afety pr oCtw.. prior to performing these functions. Installers shalt provide tenporory bracing per BCSL Unless noted other.ise, top Chard shall hove properly attached st—turol sheathing and bottom char shall hove o property ottochetl rigid ceiling. Loco lions shown for permanent lateral restraint of webs GI g G ( Ig shall hove brocing instieds per Bb. Sections the B7 or BID, as —tesoblo Apply plates to each face IIIIfsII\\\\VII II of truss and position oti shper above and On the Joint BID. s, unless te. A other,ise. eRefer to dro.ings 16OA-Z for standard plate positions. AN ITW COMPANY Alpine' o otvision of ITW Building Conponents Group Inc. shalt not be resp—hate for any cl-iotlon f, this dra.Ing. ony folture to build the truss In—f—once .ith ANSI/TPI 1. or for handing. shipping, ins folio Lion L brocing of trusses. A seal on this dro.ing or cover page listing this al—ig, indicates acceptance of professional 13723 RlVefpo!( Dflve engineering responsibility solely For the design sho.n. The suitobaity r,d - of this dro.ing Still. 200 for any structure is the responsibiity of the Duidig Designer par ANSI/1PIeI Sec.2. Maryland Heights, MO 63043 For n re information see this job's general notes Page and these .eb sites ALPINE:. . olpineii+.con; IPI+ ...i pinst.org; SBCA:. ..sbcinoLstr y.or g; ICG . sofe.org Scab p vl r TC tL PSF REF CLR Subst_ 7 — L 7PSF DATE 10/01/14 L PSF DRWG BRCLBSUfi1014 q %•. / C P.•' 0R1v.•• G9 LL PSF s Ai. T. LD. PSF ay DUP.. FAC. FIP , imp r in tvll l Pr FFrau SPACING UD/. SU/LU 16 M innyVjUUU CJ1 CJ: CJ5 N N CJ1 zr OD i 34'4" U U U U U U J. Elm, BRG 0 1_ ISM Elm i imp i Elm i_ l! Elm Elm. Elm I Elm, I In oil 1 Elm, In Ili 1 i_© in p— IAISE' II IIGE1 FLAT CLG00*I r I I I.`I.I I I I I I I'.I I I u BERMS BY BUILDER-' TOP 6 10'-00" J1 J3 J5 TRUSSWOOD Roof & Floor Trusses 3620 Bobbi Lone P.O. Box 5366 Titusville, FL 32783-5366 OFFice:(321) 383-0366 Fox:(321) 383-0362 WWW:WWW.TRUSSWOOD.NET CUSTOMER: OWNER/BUILDER JOB NAME: DOYLE RES DATE: 05/28/2018 JOB NO.: 25872 MODEL: CUSTOM CUSTOMER TO VERIFY: BRG WALLS ADDED X—_ BUILDERS WARNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BRCKCHRRGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. N YOUR CONTACT FOR THIS JOB IS MIKE WHITEMAN PHONE (321) 436 -1147 O cn 00 Dam Z OG 1 b LORDING: 20-7-10 - 37 PSF r WIND SPEED: 140 MPH CLOSED "C" SPACING: 2'-00" O.C. Q1 DRAWN BY: B.S. JR PITCH: 6/12 N OVERHANG: 1'-04- CANT.:a FLOOR DEPTH: **** BEARING SIZE(s): 3", 6", 8" J1 SOUARE FT.: 2,402 WALL HEIGHT(s): 10'-00" ryV U N I 1I PEA TWIT PACKAGE R THERMANIRUO Dooas Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor. embedment to base material shag be beyond wag dressing or stucco. 3. For 2x stud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 5. Fiber -Classic 3 Smooth -Star Door panels require the use of "P part numbers and must be stained or painted within sic months of installation. TABLE OF CONTENTS SHEET / DESCRIPTION 1 Typical Elevations, Design Pressures S, General Notes 2 Door Panel Details 3 Elevations 4 Horizontal & Vertical Cross Sections 2X Buck 5 Horizontal 6 Vertical Cross Sections j I X Buck 6 Forzontal S Vertical Cross Sectlons Dkect to Masonry) 7 Vertical Goss Sections (Thuesholds 8 Buck 6 Frame Anc 9 Hardware Details 10 Components 11 q of Materials 37.75 MAX O.A. FRAME WIDTH Z Z 2 0139 o= o wm an'.'; irr, O• • 0 N U. N: V, 4f Vy z o o 8N••Z L LW Z U W560ILm a0L d eIL DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE X Latch & Deadbolt 70.0 75.0 67.0 67.0 X Multipoint 1 +80.0 80.0 80.0 80.0 See Sheet 3 for Hardware Specifications sue: N.T.S. oM. By: JK ax sy: LFS FL- 20461.1 Er 1 OF 11 0.5" 1 EXTERIOR 1.198!' . 1.196* I r— 1.875- ---j I r- 0.5" COMPOSITE CAP INTERIOR LOCK BLOCK STILE COMPOSITE HINGE STILE (I 2S LONG LVL) (ENGINEERED WOOD) COMPO CAP (ENGINEERED WOOD) CAP HORIZONTAL CROSS SEC17ON 36.0* MAX. DOOR PANEL WIDTH 3 "\ E3 m 1 cd 00 cli TR PANEL 35.813"&W. DOOR PANEL WIDTH 3 r2 0m w 1 0 cl: PANEL 0. D 0AW EXTERIOR 1. 198, INTERIOR ENGINEERED WOOD) 1.198" 1.875 — 0.406" 6z COMPOSITE CAP LOCK BLOCK ' STILE I 7-YLUNG WOOD) (ENGINEERED WOOD) K2 " HORIZONTAL CROSS SECTION 12 35.813"MAX. DOOR PANEL WIDTH 4 1w O E3 m 1 0 to L I PANEL ID LL o oz TOP RAIL C, COMPOSITE/ENCANEERED d WOOD) XEcc 0 0 FOAM CORE i a POLYURETHANE- 1.9 PCIF MIN.) C, INTERIOR EXTERIOR INTERIOR EXTERIOR g FIBERGLASS SKIN o ( 0.073" THK C) y 12 BOTTOM RAIL COMP.) 1.71" Cc L3"VERTICAL CROSS SECTION 4-` VERTICAL CROSS SECTION DATE 5126116 SME N.T.S. M. M. JK cc cm UY.. LFS DPAVIM ND-- FL-20461.1 c SM _2 OF 111 0 SEE HARDWARE CHART MANUFACTURER MODEL: KNOB: F51 SCHLAGE DEADBOLT: B60 KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (980) HOPPE MULTIPOINT:MPDGART THERMA-TRU) 3 pt. Manual Tongue) IIIIIII _ - _ IIIIIII 111111 1111 0111 1 I-1111 Flber-Classic/Smooth-Star Door Panel Opflons Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. Panels shown are for llustration and are representative only. rrrnnnrU/ 0 $ _ g S Z fY z co 0 N.T.S. are• St.JK cw- er. LFS FL-20461.1 Er _2L OF WeiQ. Do VVVVV Jm E i G S A B Z i 88mzq .. Ea Z U 7 9o=a A mda d 3a 40 41 42 7 EXTERIOR Z INTERIOR ct:o 1.15'MIN.` n m O 1 VERTICAL CROSS SECTION EMB. (TYP.) ZW E 4 Shown w/ 2X Buck E K Coo N n Outswing shown (Inswing similar) r B B o 0 C o a U d r m m m0.15" C-SINK 0.15' C-SINK ryP) In P) o D 6 7 zW z0 INTERIOR INTERIOR Z. m 4. y IL W u EXTERIOREXTERIORLAZ23 40 41 42 40 41 42 27 wre: 5126116 i2911-I/4"MIN.c scut: N.T.S. EMB. (TYP.) EMB. (TYP.) DM. BY: JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHN. aw: LFS 4 Shown wt 2X Buck 4 Shown w/ 2X Buck oaAwurc No.: a Outswing shown (Inswing similar) Outswing shown (Inswing sirrular) FL-20461.1 a sNcer 4 or l l 0 IIIIIIII U; n zQ:`0 I M1 I X Buck to be secured to C fill, U) o on m i masonry by others o i S z oc°' N 96La 40 41 42 4 Z 7 1 9 w a I•jY' EXTERIOR INTERIOR m o cx VERTICAL CROSS SECTION Shown w/ 1 X sub -buck o Outswing shown (Inswing similar) 4 m F A E w NE C o =o 1 C. 0 a U a Y Y J a v, U 2o F^ 6 7 o N In G INTERIOR INTERIOR 4. G 20w zo In W p o_ W j z EXTERIOREXTERIOR m lz2$ 24 40 41 42 40 41 42 27 A u 1-1/4"MIN. 29 1 1-1/4"MIN. DATE: 5126116EMB. (1YP.) EMB. (TYP.) scvF N.T.S. ° owc a:. m 2 HORIZONTAL CROSS SECTION CROSS SECTION SECTION cNlc. !K: LFSF Shown w/ I X sub -buck HORIIONTAL Shown w/ I X$ Shown w/ I X su ucK DRAWM No.: m FL-20461.1 0 Outswing shown (Inswing simflar) Outswing shown (Inswing similar) sheer a:., 11 O 1.5" MAX. EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing onlyw/ 4-9/16 lamb z H INTERIOR EMB. (TYP.) E \\ EXTERIOR DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = t 55 PSF w/ SECURITY STRIKE = t 65 PSF 2 n - 1-1/4"MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to MasonryOutswingonlyw/ 4 9/16 lamb Outswing only w/ 4-9/16 jamb EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry Outswing ony w/ 6-91149 jamb 5 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry Outswing ony w/ 6-9/16 jamb 1.5" MAX. In s *Y n z It Ln zo za 0i$o9I LL z0 maa OF so 0 m I Ny C 00o N 0}DrZ 1-1/4"MIN. DAM 5126116 EMB. (TYP.) N.T.S. 6 HORIZONTAL CROSS SECTION ava -: JK 6 Shown Direct to Masonry CHL In; LFS Outswing ony w/ 6-9/16' jamb oROM NO-; FL-20461.1 sir JL of 11 Notes: I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /T pfh screws at each end. SM Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1/7' pfh screws at each end. SM Item #151s attached to jambs utilizing (2) # 10 X T pph SMS at each end. EXTERIOR SEE NOTE 1 INTERIOR SEE NOTE 1 EXTERIOR s p 1 VERTICAL CROSS SECTION 7 Inswing Sol INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing Sal EXTERIOR SEE NOTE 1 gin INTERIOR EXTERIOR // \ 11^ i pi d Q Q1' U CONZ rK o Z OZ VL0gm0 41 42 9 ` " 5 6 on' 4 33 34 35 36 37 d MO z SO SEE NOTE 1 n 8 e VEIMCAL CROSS SEC77ONCROSSSECTION 7 Inswing Sill INTERIOR 4 VERTICAL CROSS SECTION Public Access SUI sue: N.T.S. DWG. M JK a+c er: LFS DPAWM NO.: FL-20461.1 MW 7 OF 11 r (TYP.) D HEAD & JAMBS PP.) 2X BUCK 60 PSF MAX o MASONRY TYP.) _.. _...... ...........,..... 4' (TYP.) D HEAD & JAMBS PP.) 80 PSF MAX o 2X BUCK ANCHORING rll)#80-1/7 PFH WS JAMB TO HEAD DETAIL n'P•) L 2X BUCK J 1XBUCK BUCK M DIRECT TO N MASONRY FRAME HEAD & JAMBS TYP•) FRAME ANCHORING nn yS o m 1ll•ill` pi Z. dm d U N •• Z ia o 96t LL lip DATE 5126 16 sous: N.T.S. Dm BY. JK m Cwc Err. LFSDRAWWNO.; 3 a FL-20461.1 0 SMw -jL Of 11 " 111111111//// IQ 02XBUCKL SEE HINGE o n i0 i IX BUCK G DETAIL (TYP.I D a c DIRECT TO M 26 E a i$ z chi MASONRY a' 7 9 o 2 a LL C Lt2XBUCK2j . aOSEETONGUE ' aIXBUCKGp - I d d S STRIKE DETAIL = 2X BUCK L DIRECT TO M 27 ( TYP I Cli 1XBUCK GMASONRY $ O ^. LATCH 6 DEADBOLT DETAIL DIRECT TO M Q Cr Kwfkset I MASONRY 31 S 1LL o Iy SEE LATCH TONGUE STRIKE DETAIL m u piliint15EcF3 2X BUCK L & DDEADBOLT ETAIL SEE LATCH r 1dDEADBOLT IXBUCK G :SUB DETAIL j o DIRECT TO MASONRY M IKE a a E 28 2X BUCK BIII IX BUCK G z STRIKPJAMB HINGE JAMB STRIKE JAMB DIRECT TO M F 2X BUCK 25 Latch and Deadbolt Mulfipdnt Lock MASONRY o N rn t o IX BUCK G d $ Q DIRECT TO M 27 a o MASONRY L 2X BUCK LATCH & DEADBOLT DETAIL B' 29 G IXBUCK u poln Oct LATCH A, DEADBOLT DETAIL 88 IL u Schlage M DIRECTTOMASONRY MULTIPOINT LOCK STRIKE DETAILS LATCH & DEADSOLT STRIKE DETAILS DIRECT TO o Standard Deadbolt Strike Plate) M MASONRY 24 23 N z To MTE 5126116 i DEADBOLT STRIKE DETAILS HINGE DETAIL MG.N. r9 c. er: JK JK m' Security Deadbolt Strike Plate) ooc BY: LfS 3 DPAWW NO-' FL-20461. 1 0 SHEET 9 Of El N 7.59" INSWING THRESHOLD 32 tr>svMp Bask composite Adjustable Sill 7-1 /4" 4.56" •{ I'- INSWING THRESHOLD Irtswlnp Bosk Faed S@ 5.75" INSWING THRESHOLD InsvAng Moderate C&swte Sill 1 J/B' 5.75" INSWING THRESHOID bowing MlOderate CBmate SIB 5.75" INSWING THRESHOLD Irm%.l. Posed 5.3/4' Sm 4.56" _; a L. J— a NSWING THRESHOID ` a 0 . SB zd37tnsvenpliaslcFaed7• I rz WOOD JAMB \ v g gig go. 4.56" 5.83' s 4 m (L a 7— E o= z IMM INGTHRESHOLD 10UTSWINGTHRESHOLD Z)$ t i7O Imwinp Composite Adjustable Sll ° Composite SV N m 5.77" c A.56" m C INSWING THRESHOLD 39 lrnvdr>g Basic Composite Adjustable S<0 OUISWING THRESHOLD Composite /Aluminum S0 6.0" 4 5.75" c o OULSWING THRESHOLD S PUBLIC ACCESS THRESHOLD 8 Composite / Aluminum Sill Thamwl Break) a,f: 5 26 16 4TE SCALL N.T.S. 7 I owa ar JK j--1.79" -- 11.97' 2.06" aac. BY.. LFS P dMM4q NO.: 0 8 SWEEP 9 SWEEP 10 SWEEP o FL-20461.1 111Unnu,,, BILL OF MATERIALS L BILto O$/ Nj cZ o rnmro fill * 11`1```` IqI 111 yrzomd U N •; Z v a xZ{ g Lm Z m n U a y 5dtaama.cL A 4 6 oz r1a z w WO W O m I 00 0 a m U 12 z n ONp 20 n CONCRETE ANCHOR NOTES: W' c Orn 1. Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortar Joints. MAX. n 2. Concrete anchor locations noted as ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 3 m n ao z Z. z 52616 z r. N.T.S. o MG. en X m anc BY. LFS ; ow WW No.: WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance. & I"o.c. spacing of FL-20461.1 0 wood screws to prevent the splitting of wood. SHUT 11 OF 1 1 " 0 OF MATERIALS REM 4 DESCRIPTION MATERIAL REM 9 DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-1 /2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1) 18 OUTSWING THRESHOLD ALUM/COMP 22 8 x 3/4" PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 x I" PFH WOOD SCREW STEEL ANCHOR ANCHOR MIN CLEARANCE MIN CLEARANCE. SIZE;::: MIN EMBEDMENT TO MASONRY TO ADJACEfJT EDGE` . iANCHOR? a:: 1/4" 1.1/4' 2" 4" TAPCON ELCO a 1/4" ULTRACON ITW a 3/16' 1-1/4" AS SHOWN 1-1/2" TAPCON NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1011350.01-R5 12/05/2012 Structural Ply Gem 1408-1 06/20/2018 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Ply Gem Window Group Ply Gem 1500" 433 North Main Street Vinyl Tilt Single Hung Window Rocky Mount, VA 24151 Configuration: O/X Glazing: Insulating Glass (Annealed) Frame: W-1221mm(48.06") H-2437mm(95.94") Sash: W-1156mm(45.5") H-1195mm(47.06") SPECIFICATION PRODUCT RATING AAMA/WDMA/CSA 101/I.S.2/A440-11 Class LC-PG301221 x 2437 (48 x 96)-H AAMA/WDMA/CSA 101/I.S.2/A440-08 H-LC30 1221 x 2437 (48 x 96) AAMA/WDMA/CSA 101/I.S.2/A440-05 Design Pressure: 1440 Pa (30 pst) Negative Design Pressure: 1680 Pa (35 pst) Water Penetration Resistance Test Pressure: 360 Pa (7.52 pst) Canadian Air 1nfiltration/Exilltration Level: A2 Product Tested By Report No: Expiration Date: National Certified Testing Laboratories NCTL-110-15598-1/W-1717/W-1758/W-1831/W-1867 November 30, 2022 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 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 1-1/2' 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 110-15596-1 & -2, 110-15597-I, 110-15598-1, 110-15599-1 & -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. 110-19792-1, 110-20228-1 81 110-20318-1. 13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND 'O' 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. SIZE CHART OVERALL SIZE PRODUCT RATING MAX. DESIGN PRESSURE GLAZING TYPE / CONFIG. WIDTH HEIGHT 52-1/8' 62' LC-PG50 50/-50 PSF TYPE GI EVEN SASH53, 77-1/8' LC-PG40 401-40 PSF 35-15/16' 84' LC-PG50 501-50 PSF TYPE GI OR G2 / EVEN SASH 40, 72' LC-PG50 50/-50 PSF 48' 72' LC-PG50 50/-50 PSF 44' 77-1/8' LC-PG40 40/-40 PSF 35-15/16' 73 15/16' LC-PG35 35/-35 PSF 35-15/16' 73 15/16' LC-PG50 50/-50 PSF 35-1/2' 61-1/2' LC-PG50 55/-55 PSF 47-1/2' 59-1/2' LC-PG50 50/-50 PSF 48-1/16' 95-15/16' LC-PG30 301-35 PSF TYPE GI OR G2 / ORIEL SASH 48-1/16' 95-15/16' LC-PG25 25/-30 PSF 35-1/2' 77' LC-PG35 35/-35 PSF 35-1/Z' 77' LC-PG50 50/-50 PSF 44-1/16' 77-1/8' 1 LC-PG40 40/-40 PSF TYPE G2 / EVEN SASH 36-1/16' 74-1116' LC-PG50 50/-50 PSF 55-7/16' 73-1/2' LC-PG35 35/-35 PSF 35-15/16' 61 15/16' LC-PG35 4351-35 PSF TYPE G3 / EVEN SASH 35-I/2' 73-I/2' LC-PG50 30/-30 PSF 40-1/16' 72' LC-PG25 151,35 PSF 43-IS/I' 77-1/8' LC-PG25 25/-25 PSF 53' 77-1/8' LC-PG50 50/-50 PSF TYPE G4 / EVEN SASH TABLE I: INSTALLATION FASTENERS TABLE TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 8 ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS Lucas Tumer 2018-10-23 15:47+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOODG=0.42) 8 WOOD SCREW 1-112' 7/16' 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW I FULL, PLUS 3 7/16• e OR 1/8' ALUM. 6063-T5 MIN. 1 EKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-112' 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 CONCRETE (2.85 KSI MIN.) 3/16' ELCO ULTRACON 1-3/4' 1-1/8' G HOLLOW OR GROUT -FILLED CMUASTMC-90) S/16' ELCO ULTRACON 1-I/4' 2-1/2' H 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8' G=0.55) 1 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 112, OR 1/8' ALUM. 6063-T5 MIN. 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. fo Ply GemWINDOWS 433 N. MYN ST.. PO BOX 559 ROCKY MOUNT. YA 24131 PH: 540-464-6545 FX: 540-454 M Q mO C, N NO 0 N M) O O O rn rm xL xS xL xJ r 3= 9Zz 3 a z O a_ w pa 3 9 O a w ZJO N` U y Z a Z m m Q J O Q O_ w w X wU) K O Z 0 po I-1 w w ra R LL w r W H J Zu o w a m O p Z Nzz3 07 le Q H u zy J• ENSPG.Q2lp'. No 58201 : JOL 9 STATE OF : /v 6, 49 * *A ; E 6 zz 10/ 23/2018 LUCAS A. TURNER, P.E. FL PEA 58201 TURNER ENGINEERING & CONSULTING, INC. COA / 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 I OF 5 UNIT MAX. WIDTH SEE SIZE CHART, UNIT MAX. WIDTH SHEET IS' SEE SIZE CHART, SHEET I O.C.' B C TYP. 6' FROM CORNER, TYP. 3 3 B C i 3 12' O.C., TYP. NON EXTRA ANCHORS MARKED W/ 'X') REQUIRED FOR ALL G G H WINDOW WIDTHS F PF NON 0 OVER 44-1/16' II w E NON N+ E F 2' EACH 1 y W 4 I 4 x x 4 w `^ 4 SIDE OF MTG. RAIL5U 4' FROM3ICENTER, xQ 3 TYP. NXN EXTRA ANCHOR LOC. TO I t N NEAREST STANDARD LOC., w j'n g' TYP. wN NXN wwN NXN 6' FROM INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. ANCHOR LAYOUT A D i 3 NOTE: CLIP INSTALLATION A D MAXIMUM ORIEL UNIT FIXED D.L.O. 3 3 HEIGHT IS LIMITED TO 50-7/8'. TYPICAL ELEVATION EVEN SASH TYPICAL ELEVATION ORIEL SASH 4' FROM CORNER, TYP. O.C.. TYP. I 4' FROM CORNER, TYP. NON INSTALLATION 0 O•C., TYP. ANCHOR. TYP. 7 ANCHOR LAYOUT FIN INSTALLATION TABLE 1, SHEET I FL 16103.1 FASTENER ID A. 8 'B' ONLY 6' FROM 15' CORNER, TYP. O.C., 6' FROM TYP. CORNER, TYP. 12' O.C., TYP. INSTALLATION NON INSTALLATION ANCHOR, TYP. ANCHOR, TYP.Ar f U 4' FROM i EXTRA ANCHOR NXN LOC. TO EXTRA ANCHORS 0( NEAREST CIRCLED LOCATIONS) STANDARD LOC.. TYP. REQUIRED FOR ALL WINDOW WIDTHS 4- O.C. OVER 44-1/16' ANCHOR LAYOUT FRAME INSTALLATION TABLE I, SHEET I FASTENER ID 'C-'D'-'E ='H' 'I' EXCEPT 'F' 8 'G' 15' 6' FROM O.C., 6' FROM CORNER, TYP. r TYP. CORNER, TYP. 12' O.C., TYP. INSTALLATION NON AT INSTALLATION NCHOR, TYP. ANCHOR, TYP. 4 NxN 6' FROM CORNER, TYP. ANCHOR LAYOUT FRAME INSTALLATION TABLE I, SHEET I FASTENER ID 'F' 8 'G' ONLY Ply Gem® I WINDOWS4] 3 N. MUR ST., ro NOK Sso. I ROCKYMOUNT. VA 2%I'. PH: 540-464-6]46 FX: 540-464-6663 Ip H,10101f1 S owN m U' o Z Ow i H x m 0wV O rNi N p Z w JL i 4 O w S ZVZ w W C ujO Z p u a w w w N w Q Q 41. m 3 J Zu o H w 3cnLu p m U Q N zZ 10/ 23/ 2018 LUCAS A. TURNER, P.E. FL PE N 58201 TURNER ENGINEERING k CONSULTING. INC. COA d 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941- 380-1574 WG #: PGW181 SHEET: 2 OF G 1 SUBSTRATE ......... BY OTHERS SILICONE CAULK ...'..'E SEE NOTES 14 B 15, SHEET 1 EXTERIOR MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EDGE DIST. SEE TABLE I, SHEET I I 1/4' MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 5 INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 51 9 EXTERIOR b b SILICONE CAULK SEE NOTES 14 & 15, SHEET 1 INTERIOR SUBSTRATE BY OTHERS . MIN. EDGE DIST. SEE TABLE I, SHEET I A VERTICAL SECTION FL 16103.1 3 SILL BRICKMOULD FRAME - CUP INSTALLATION MIN. EDGE DIST. SEE TABLE 1, SHEET I SILICONE CAULK SEE NOTES 14 & 15, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. r SEE TABLE I, SHEET I v® Ply Gem° 455 N. NNN ST.. ro 80% 556, Inocnrnouns. va zusi PH : 546454-635 Fx: 540-454-6653 L 1/4• MAX. v6 h SHIM SPACE 3 SEE GLAZING DETAILS SHEET 5 / m 1 o a s z- w SEE GLAZING S m4 5 DETAILS SHEET 5 wJ u N w g 6 0 EXTERIOR INTERIOR Nw w z J S 7d co N y O w C VERTICAL SECTION W m W 0 Z i w aw w ow u a 3 HEAD o H g o BEVELED FRAME - FRAME INSTALLATION J SEE GLAZING DETAILS SHEET 5 I } r I SEE GLAZING .6 Z N Y a H I DETAILS SHEET 5 o a 3 E = y z I VERTICAL SECTION EXTERIOR — ; , — " IN ERIOR ,,,,,,,,, 3 MEETING RAIL I / OREW TYPICAL I `,S 'GEN '•rGQ 5/16' MIN. 1/4' MAX. r SHIM SPACE MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I No 5B207 :9 9; STATE OF :WS SHIM SPACE MIN. EDGE DIST. O'F•40A 0 p=` SHE TABLE I. ,sS'pNA;EN``, SILICONE CAULK y SEE NOTES 14 & 15, SHEET I f- 10/23/2018 LUCAS A. TURNER, P.E. SUBSTRATE ' '.'.'. INSTALLATION ANCHOR FL PE R 58201 BY OTHERS TURNER ENGINEERING & SEE TABLE I, SHEET I CONSULTING. INC. COA / 29779) 2428 OLD NATCHEZ TRACE MIN. EMBED. TRAIL, CAMDEN, TN 38320 SEE TABLE 1, SHEET I PH. 941-380-1574 DWG 0: p VERTICAL SECTION PG W 181 SILL SHEET: BEVELED FRAME -FIN INSTALLATION 3 of 5 E MIN. EMBED. MIN. EDGE DIST, SEE TABLE I, SHEET I 1/4' MAX. SHIM SPACE SEE TABLE I, SHEET I fo Ply Gem® 1/4' MAX. 2:.-, SUBSTRATE SHIM SPACE BY OTHERS INTERIOR INTERIOR INSTALLATION ANCHOR 433 N. MAIN ST.. Po BO%65C. SEE TABLE I, SHEET I ROCKY MOUNT. VA ZU51 MIN. EDGE DIST.PH 540- abau SEE TABLE I, SHEET I MIN. EMBED. FX: er SEE GLAZING SEE TABLE I, SHEET I DETAILS SHEET 5 o N o c SUBSTRATE BY OTHERS SEE GLAZING 3 INSTALLATION ANCHOR DETAILS SHEET 5 SEE TABLE I, SHEET I c o z 5pw mEXTERIOREXTERIOR1Kg 5 SILICONE CAULK 4 N w a' o HORIZONTAL SECTION F HORIZONTAL SECTION SEE NOTES 14 B I5, SHEET I z o Ent!z o u SILICONE CAULK NOTES 14 B 15, SHEET IJAMB14)) 4 JAMB oc o= rnoSEEm W BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION u NW WK Fw F a LL W G Q u oH n W Q Q a MIN. EMBED. J SEE TABLE I, SHEET I MIN. EMBED. 1/4' MAX. I/4' MAX. SEE TABLE I, SHEET I N in rn SHIM SPACE SHIM SPACE o m 3 L = u z o u N MIN. EDGE DIST. 5/16' MIN. s INTERIOR INTERIOR SUBSTRATE BY OTHERS SEE TABLE I, SHEET I O REWiTA,!, INSTALLATION ANCHOR VPG:gF;Q,`y SEE TABLE 1, SHEET I No 58201•9% SEE GLAZING INSTALLATION ANCHOR SEE I, SHEET I DETAILS SHEET 5 90 STATE OF :4tU` TABLE MIN EDGE I 0NASEETABLEDIST.SHEET I ENO`?, y SUBSTRATE SEE GLAZING BY OTHERS DETAILS SHEET 5 10 23/2018 LUCAS A. TURNER, P.E. FL PE !) 58201 TURNER ENGINEERING k EXTERIOR EXTERIOR CONSULTING, INC. SILICONE CAULK COA / 29779) SILICONE CAULK SEE NOTES 14 B 15, SHEET 1 2428 OLD NATCHEZ TRACE SEE NOTES 14 B 15, SHEET I TRAIL, CAMDEN. TN 38320 G HORIZONTAL SECTION HORIZONTAL SECTION w 941-380-1574DWG q IAMB q IAMB P G W 18BEVELEDFRAME -CLIP INSTALLATION BEVELED FRAME -FRAME INSTALLATION FL 16103.1 SHEET: / OF 5 4 1/2' MIN. TYP. GLASS BITE DOW 1199 SILICONE 7/8' O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR — 1 I I I INTERIOR GLAZING DETAIL 1 13/16' O.A. INSULATED I I ANNEALED GLASS UNIT EXTERIOR I I 1/2' MIN. TYP. INTERIORGLASSBITE COMPRESSION GLAZING TAPE GLAZING DETAIL 3 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL I FL 16103.1 1/2' MIN. TYP. _ GLASS BITE TWO-SIDED GLAZING TAPE 1/2' MIN. TYP. GLASS BITE DOW 995 SILICONE OR PURFECT GLAZE 7/8' O.A. INSULATED ANNEALED GLASS UNIT INTERIOR GLAZING DETAIL 2 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL I 7/8' O.A. INSULATED I I ANNEALED GLASS UNIT EXTERIOR I I INTERIOR GLAZING DETAIL 4 Ply Geer® WINDOWS 433 N. MAIN ST., PO BOX 359. ROCKY MOUNT. VA "I PM: 340-464-6348 FX: 540-484-0003 HO P N Q O N O p N O O O 1 L F LmJJJJ 3 - S m Z ;_ 5oW a S ga N w >L>u m Z_ p Nu Z Z 4 c O o c N m u L N j W W Q4 w CrW 0 ¢rQ w LL a Z Q O W W f N p W Q L] OL J z U o I7 1:13: W< C Ici U Z U (A P"'; OREW"",, 5•G 8 .......... FFG'iti1. z SNo SB201 'P STATE OF :4Y 1Q,• 0 2 zz 10/ 23/2018 LUCAS A. TURNER, P.E. FL PE A 58201 TURNER ENGINEERING & CONSULTING, INC. COA If 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 DWG 7: PGW181 SHEET: C OF C r It Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. P n > (% JamesHardiee ® Hardie a /Z,r, Vertical Siding EFFECTIVE APRIL 2009 Im INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit www.iameshardie.com for the most recent version. SMOOTH.- CEDARMILL° • SELECT SIERRA 8 • STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTIVI PRODUCTS OUTSIDE AN HZ1 OTm LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: INDOORS 1. Cut only using score and snap, or shears (manual, electric or pneumatic). 2. Position cutting station in well -ventilated area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in NEVER use a power saw indoors NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark NEVER dry sweep — Use wet suppression or HEPA Vacuum shrinkage at butt joints. Carry product on edge. Protect edges and corners from breakage. James Hardie is not responsible forresP a. Best: i. Score and snap ii. Shears (manual, electric or pneumatic) b. Better: i. Dust reducing circular saw equipped with a HardieBlade'saw blade and HEPA vacuum extraction c. Good: i. Dust reducing circular saw with a HardieBlade saw blade only use for low to moderate cutting) damage caused by improper storage and handling of the product. Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameslwdie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. SDM105 GENERAL REQUIREMENTS: HardiePanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. Irregularities in framing and sheathing can mirror through the finished application. HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails fasteners) are used for attaching siding over foam insulation/sheathing. A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapTM Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie® Siding Products" at www.JamesHardie.com. DO NOT use stain on James Hardie® products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus• Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 nnnhla chuff may ha ranilirari to maintain minimum P.dna water -resistive barrier water -resistive barrier nailing distances. 2 4 stud 2 x 4 stud Figure 1 water -resistive barrier sheathing keep nails 3/8" min. from panel edges plate 3/8" 0 keep fasteners 2" away from corners HardiePanel 0 0 vertical siding moderate contact Batten Joint "H" Joint water -resistive barrier 2 x 4 stud O O water -resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing t lower panel water -resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing t decorative band board lower panel M_ Figure 4 leave appropriate gap between panels, then caulk' Recommendation: When installing Sierra 8, provide Caulk Joint a double stud at panel Not applicable to ColorPlus• Finish) joints to avoid nailing Apply caulk in accordance with caulk through grooves. manufacturer's written application instructions. For additional information on HardieWrapTM Weather Barrier, consult James Hardie at 1-8664Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie° products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade• saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1$00-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. s HS0919-P1/2 3110 CLEARANCES Install siding and trim products in compliance Maintain a 1" 2" with local building code requirements for clearance between James clearance between the bottom edge of the Hardie' products and paths, siding and the adjacent finished grade. steps and driveways. stud Figure 5 bottom platel, L t` \ fl" min. Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Figure 9 siding Do not 1/4" gap Caulk sidin f flashing Figure 6 Ili Ir concretefoundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 10 gutter and end cap GENERAL FASTENING REQUIREMENTS fascia Maintain a 1" - 2" clearance between James Hardie products and decking material. Figure 7 siding water resistive barrier deck material 2. 0 joist 51 1 tfl shing ledger At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1 " - 2" clearance between the roofing and the bottom edge of the siding and trim. 1. 1)" figure 8 Figure 11 KICKOUT FLASHING Stepflashing /; Because of the volume of water that can pour down Selfadhering ,., :>' _ a sloped roof, one of the most critical flashing membm details occurs where a roof intersects a sidewall. Soff-adherin) The roof must be flashed with step flashing. Where eaves membrane the roof terminates, install a kickout to deflect water Kickout flashing away from the siding. i Dap edge It is best to install a self -adhering membrane on the ausimap wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashingx To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A ) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, caulk nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. Figure A Countersunk, Caulk & add nail Figure B lq, 0 do not under DO NOT drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie• products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834. Caulking/Sealant 100% acrylic topcoats are recommended. Do not paint when wet. For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications. Back -rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayed. The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. RECOGNITION: In accordance with ICC-ES Legacy Report NER-005, HardiePanel° vertical siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One- and Two -Family Dwelling Code, the 2003 International Building Code, and the 2003 International Residential Code for One -and Two -Family Dwellings. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. 2010 James Hardie Technology Limited. All rights reserved. TM, SM, and 0 denote trademarks or registered trademarks of Additional Installation Information, James Hardie Technology Limited. O is a registered Warranties, and Warnings are available at JamesHardieItrademarkofJamesHardieTechnologyLimited. www.jameshardie.com HS0919-P2/2 3/10 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Kerri Eden kerri_.eden@tamko.com Kerri Eden PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri—eden@tamko.com Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Architect or a Licensed FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eouiv UL letter for standards for FBC 2017.pdF Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 3/1 /2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R4 Il TBP15001.4 2017 FBC Eva] Report Shingles final.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes other: See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles final.Ddf Created by Independent Third Party: Yes Bads Nest Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. '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 dick Imo. Product Approval Accepts: ME a Credit Card 2 http://www.floridabuilding.orc!/r)r/Pr 3/1 /2018 CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS 220 West 0 Street Joplin, MO 64801 417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6TM EDITION (2017) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Issued September 25, 2017 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-W TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC (TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 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. C R+ jP TAMKO BUILDING PRODUCTS L K Asphalt Shingles TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION Elite GlassSeal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 13-1 /4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 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. OCREEKTECHNICALSERVICES, LLC Heritage® Basic Wind Speed (Vut): Dallas, Frederick, Joplin, Basic Wind Speed (V.,d): Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage® Premium Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage® Woodgate Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 6-1/8" TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern' or "6 Nail Pattern' detailed below. FASTENERS NAIL ZONE COMMON BOND EXPOSURE 6-6X' 1 " - 12-1 /2" - 12-318" - - 12-1 /2'"- _i " Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) n NAIL ZONE COMMON BOND IE 5-5/8" i " 7-&8-+- 7-112"-11-7-1/2"-H I11-1" Figure 4. Heritage® S Heritage® Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 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 il-4 Figure 5. Heritage@ Woodgate 6 Nail Pattern TAMKO BUILDING PRODUCTS Asphalt Shingles M 3 Cornn= Bend Figure 6. Heritage@, Heritage@ Premium, 8 Heritage@ Woodgate Alternate 6 Nail Pattern PAI.h CI(+1 7718" fi- Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 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. Page 1 of' I a,c.. dk.Yr ixSrve r..t'.'—.w.i..:.Xi::'t, a Yam }......,?.a. ;; .. h 3-,+1 BCIS Home Log In User Registration Hot Topics submit Surcharge Stats S Facts Publications db'pr a Product Approval1j1USER: Public User or,^.,.a' <.. r, > ::;., :.. -... :+ 5"!g h > Application List Kil mo_^r y(y Search Criteria J .Du 11 qy-A Contact Us BCIS Site Map Links Search Cline Searcn Code Version 2017 FL? Application Type ALL Product Manufacturer 19567 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 ALL Search Results - Applications F.L. Type_ ;Manufacturer Validated By Staius. FLIC567- Revision: MILLENNIUM METALS INC. t- Category: Steven M. Urich, Approvedgry: Roofing ::[PE Subcategory: Roofing Accessories chat are an Integral Part of the i (717) 317-8454RoofingSystem Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC antl/or the Commission if necessary. ntac U :: 2601 ala r Srone Road Tallahassee FL 32399 Phone: 850-487-18 24 The State of Florida is an AA, EEO employer. Copvr oht 2007- r 1 t State f Florida. :: Pnva v Statement :: sce;sibility Statement :: Refund Staten nr 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 mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.2751). Fionda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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., pleaseclickhere . Product Approval Accept: Y42s Safe http:// wtivw. floridabuildin.orb/pr/pr_app_Ist.asp 9/11/2018 rionua ounaing Locle Unline Ubb K(DbG N041 Page 1 of 2 ry I tx? .. ::. .• 5,,. ' '<•r:rc. '.r a.:k^ p'l':f s .: ti aH;i .. ,. / BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search DiIda i g Product Approval 5 v USER: Public User P•eouct Acoro •al +1.+n iodnct or Appi c =• o l Spa.-n > AoobcaUcn L st > Application Detail u; FL # FL 19567-R 1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mmi2000.net Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mmi2000.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, InctheEvaluationReport Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence _ 1956.?_R1.__C01-. COI_C rti)`_Ir_zp._Ja ne; Buckner P,E. sc6. d Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708.2 Product Approval Method Method 2 Option B http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 9/ 11 /2018 1-lorida Building Code Online Page 2 of 2 Date Submitted i2/17/2017 Date Validated 12/18/2017 Date Pending `BC Approval 12/22/2017 Date Approved 02/13/2018 Summary of Prnrinrtc FL # Model, Number or Name Description 19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. 2, 4', 6', 8', 1.0' I nominal lengths Limits of Use Installation Instructions Approved for use in HVHZ: No L_9c5' R1 11 D1 ' 7-1; 5-HMI Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No 31242 Design Pressure: +N/A/-70.0 Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports ilimitationsofuse. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 19567.2 1 MMI Off Ridge Vent & Attached Steel or Aluminum off ridge vent & Permanent Baffle — Permanent Baffle Limits of t7se Installation Instructions Approved for use in HVHZ: No L.I 5- _ -- I Llz. -f•I=;;_V-E.._ Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other. Created by Independent Third Party: Yes 1.9567.3 Optional Attached Baffle Steel or Aluminum optional attached baffle for MMI off ridge Limits of Use vent Installation Instructions Approved for use in HVHZ: No I; ,.=5? :: Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: Created by Independent Third Party: Yes 19567.4 j Retro Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/-70 Evaluation Reports Other: Created by Independent Third Party: Yes Contact Us :: 2601 Bla,r Stone Road Tallahassee F, 32399 Phone: 850-487-1824 The State OfFlorida is an AA.'EEO employer. COpvriOht 2007-2013 State of Florida. rivacy Statement :: 4c<essi bil ity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -marl 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 ,55.275 1), Florida Statutes, effective October 1. 2012, licensees licensed under Cnapter 455, F.S. must provide the Department with an email address if they have one. The entailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department rom an email address whicn can be mace available to the public. To determine if you are a licensee under Chapter 455. F.S., Please click here . Product Approval Accepts: 77 9VE El Eltsi Safe http://\ N-,\ xN . floridabui ldina.ora/pr; pr_app_dtl.aspx'-)pai-am=\\ GE VXQ.,IDgs%2fniGFo,, T6... 9/ 1 1 /2018 x LA" :Wi A •uuc SpPCIaltL,) Structural EnglnPPrinq CBUCK, Inc. Certificate of Authorizotion x8064 Evaluation Report MMI Off Ridge Vent & Attached Permanent Baffle Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.2 R1 Florida Building Code 6th Edition (2017) 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 Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-VPB-ER6 Date: 12 / 1S / 17 Contents: Evaluation Report Pages 1 — 7 MMI Off Ridge Vent Attached Permanent Baffle Steel.orAluminum Facsimile of digital copy signed by James L. Buckner, P.E. Wood Deck Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. t11111111 rr P .• tGENSF'•.. C,Q No 31242 w= 0, 4ij STATE OF s G. CBUCK, Inc. — Polrn Beoch County, Florido 2017.12.15 09:08:10-05'00' Phone: (561) 491-9927 Email: cbuck@cbuckinc.net Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 3345S FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER64Page2of7 Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorizotion #8064 Manufacturer: Millennium Metals, Inc. Product Name: MMI Off Ridge Vent & Attached Permanent Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System MMI Off Ridge Vent with Attached Permanent Baffle Description: Steel or aluminum off ridge vent & attached permanent baffle for shingle roofs mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Off Ridge Vent 2. Permanent Baffle 3. Fasteners 4. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER6 Page 3 of 7 Speclialfiy Structural Engineering CBUCK, Inc. Certificote of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for aaolication outside "Limitations and Conditions of Use" Rule 61G20-3.00S(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.00S (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). Report No.: 8'ER6 Page 4 of 7 Structural Ridge Vent: MyW| Off Ridge Vent Components/Materials Steel by Manufacturer): Thickness: 268auge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTMAJ9ZAZS[\o, Galvanized Steel per ASTMA§53G'9O.or Pre -painted Steel per ASTMA75Sor Per FB[Section l507.43 Material Type 2: Aluminum Thickness: 0.025^(minj Alloy Type: 3105'H14 Corrosion Resistance: ncompliance with F8[Section l5O7.43: ASTW18209 Nominal Dimensions: Width: 24^ Height: 4-1/2^ Lengths: 2'' 4'' 6'. 8' and 10' Baff| e: Permanent Model Material Type 1: Steel Thickness: 26gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTMA79ZAZSO'o, Galvanized Steel per ASTM A653 G'QO' or Pre - painted Steel per ASTM A755 or Per F8[Section ISU7.4.3 Material Type 2: Aluminum Thickness 0.025^(minj Alloy Type: 3105'MI4 Corrosion Resistance: ncompliance with F8[Section I507.43: ASTMB2O9 Nominal Dimensions: Flange Width: 2'3/4^ Height: 3' 1/4^ Lengths: 2'. 4''6'.D'and l[/(to match length ofoff ridge vent) Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Bose Flange toDeck Type: Annular Ring Shank Roofing Nails Size: llgauge (« length tomeet min. penetration through deck) Penetration Through: 3/16^ min. through wood deck Edge Distance: 1'1/2^ min. from edge nfdeck o/rosioh Resistance: Per FB[ Section 1506.5 Standard: Pe/ASTK8 F1667 FL #: FL 19567.2 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-VPB-ER6 Page 5 of 7 Speclaltlj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Alternate Fastener: Purpose: Type: Size: Penetration Through Edge Distance: Corrosion Resistance Standard: Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 410 (x length to meet min. penetration through deck) 3/16" min. through wood deck 1-1/2" min. from edge of deck Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME 618.6.4 Installation: Structural Installation Method: Refer to drawings on Pages 6-7 of this report.) Position vent flange beneath loosened shingles and align with deck opening. Insert baffle flange flush beneath the vent front flange. Simultaneously attach vent front flange and baffle flange to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Attach vent back flange and side flanges to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: I. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 19S67.2 R1 Date: 12/15/17 Report No.: 17-196-MMI-VPB-ER6 Page 6 of 7 SpPclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck Profile Drawings CLI /7° L 311 I 18" 1 3° 1 Vent Side View Not To Scale) A/M Off Ridge ant Steel orAlurnnum) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 rrin. Wjod Scre vs / Permanent Baffle — Steel orAluninum) Permanent Baffle — Steel orAlurrinum) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 r nn. Mod Screws Typical Cross Section View (Not To Scale) 3-1/4" i Baffle Side View Not To Scale) Hgfyar SIB Bado 1VM Of Ridge Mont Steel orAluninun) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 nin. W5od Screws FL #: FL 19567.2 R1 Date: 12 / 15 / 17 CSUCK Engineering PaReport No.: 1 - 96-MMI-VPB-ER6 Page i\ Spt2clalty Structural EnglnPprinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI Steel or Aluminum Off Ridge Vent Attached to Wood Deck 1112, 1/2'::t 1 1/2" 8" o.c. Typical, Mban-um Typical Fasteners) 11 Gauge Ring Shank Roofing Nail 4-112' OR Base Flange 10 min. V\bod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nordrd Lengft 4 Ft. 6 Ft. ' y 8 Ft. 10 Ft. Perm rient Baffle attached S aLlaneously Wth vent flange fasteners Typical Fastener(s) 11 Gauge Rng Shank Roofing Nail 24' sc4 - #10 rdn. VbW Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) r tonaa tsunamg uoae umine r rage i ui 1 1 z...: _..... _: _`= -'-: pi're roc_?' _? ^Enspl s s - d Paida Product ApprovalraifUSER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 23090 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 Q--h Dn dha - Annl' rnna RLA Type anufacturer Malidated By Status FL23090 New FT Synthetics Inc. Category: Roofing Subcategory: Underlaymen J n W. Knezevich, PE 54) 772-6224 Approved rappmveo oy WDM. r rvvai na11 'aunty ur um Y. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida is an AA/EEO employer. Copyright 7-2013StateSteFlorida, :: P • Statement ttat mltS.SL rnt :: 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 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 dldc here. Product Approval Accepts: r = Mal Z0 Cred t Card safe http:// www. floridabuilding.org/nr/pr_app_lst.aspx 3/1 /2018 l./ r" PLATINUM Synthetic Roofing Underlayment Installation Instructions: Caution: Always follow Safety Instruction, Building Codes and Safe Work Practices issues by the local GoVL bodies (e.g. OSHA / WCB) FT Synthetics products should be installed with Plastics Cap or Metal Cap nails with either ring shank or smooth shank Nails. DO NOT USE STAPLES. Use of staples will void the Manufacturer's warranty. FT Synthetics products are a secondary layer protection approved for installation over Plywood with proper fasteners. FT Synthetics underlayment is an air, vapour and water barrier with <1 Perm. FT Synthetics underlayment is laid out horizontally with printed side up using 6" vertical laps and 4" horizontal laps. The overlaps ensure that the water runs over the overlaps without getting under the material. Before installing the underlayment ensure that the roof is clear of any debris or any sharp protrusions. Product must be attached to the roofing structure using 1" plastic or metal cap nails. Product must be fastened with the nail pattern printed on the product. All anchoring must be performed flush to the roof, 90 degrees to the roof deck that will hold the material tightly with the plywood. The use of every other anchoring location printed on the product is also acceptable. For prolonged exposure, double the overlaps and use every anchor location. Product has 180 Days UV protection but it should not be considered a final roofing system. A proper final roofing system should be installed over the product to get the proper protection. Product is a secondary barrier used over plywood, under a roofing system like wood and asphalt shingles, tiles, slate and metal roof. Safety Notification: FT Synthetics products are designed with the GRIPSPOT technology for better skid protection for the roofer but product may become slippery due to high moisture, frost, rain, water, dust, debris or other conditions. Use precautions when working on the roof. Follow all local and federal safety codes when installing any roofing system including FT Synthetics products. Failure to adhere to those procedures may result in serious injury or even death. 12179 - 86th Avenue Toll Free Ph: 1-844.353-9839 lF FT SYNTHETICS Surrey BC V3W 3H8 Phone 604-594- 343 F.:604-594- 589 Canada 5- j Single Layer Application of FT PLATINUM For slopes greater that 4:12 FT PLATINUM should be installed horizontally starting from the bottom of the roof with a 4 inch overlaps working up the roof. Double Layer Application of FT PLATINUM For slopes 2:12 to 4:12 FT PLATINUM should be installed horizontally starting from the bottom of the roof with a 4 inch overlaps working up the roof. 1z979 - i mn Avenue ion rree rn: iww-sos-aria lF FT SYNTHETICS SurreyBC V3W 3H8 Phone: 604-594-3 Fax: 604-594-3589589 Canada 6- Revision Response t Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 62 1 J Submittal Date Project Address: U 4V-) Contact: L v Ph: 3 Fax: Email: Trades encompassed in revision: Building Plumbing A-C - Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: J.! ., ` a. 1n Q a, CR—. ROUTING INFORMATION Approvals Building 4-- 1- 0- ig T,