The URL can be used to link to this page

Home My WebLink About2661 Flicker Cv - BR18-003137 (a) SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 DATE: August 06, 2018BUILDINGAPPLICATION #: 18-10000669 BUILDING PERMIT NUMBER: 18-10000669 L( UNIT ADDRESS: FLICKER COVE 2661 17-20-31-502-0000-1180 ,11_( ILTRAFFICZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2661 FLICKER COVE / WYNDHAM PRESERVE SFR I ----------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE 1- -------------------- -------------- ----------- ------- ROADS-ARTERIALS CO -WIDE ORDSingleFamilHousing 705.00 1.000 dwl unitROADS -COLLECTORS 705.00N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54,00 1,000 dwl unitSCHQOLS 54.00CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00PARKSN /A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDIkGPER4IT. 4 ) , ' ' PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYSOFTHEDATEABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIESOFRULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE Parcel ID Number: 17-20-31-502-0000- L19— 0 Prepared By Daphne Clark and Park Square Homes Return To 5200 Vineland Road, Suite 200 Orlando, FI 32811 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Permit Number: I IAI<lrr rti! li ti l I illti I1fi III lily ufi I' ROLLER CI-ERK PS 20 1 0RD I Nct, FE The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT I Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public records of Seminole County, Florida. Address A6 , Sanford F1 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address : Name Address Telephone 6. Surety: N.A. 7. Lender: Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, FI 32811 407) 529-3000 N. A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, FI 32811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr. MD: IMOC3J Cincinnati, OH 45227 Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. to. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. I 11. Date Signed : 1111131T Signature of Owner's Agent: YLj 4,L VisII— aal-d—uptaExecutive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne Clark My commission expires: 6/27/19 Serial No. FF209108 Notary Signature: ly 0 181ID, 010'20ta CO) ONSSO 1 21 vlq S,,W, A OF Notary sea]: REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max insRection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Sheetrock 40 Drywall 70 Lath Inspection 50 1000 Final Roof 50 1000 1000 Final Stucco / Siding Insulation Final Final Single Family Residence 80 1000 Address: ELECTRICAL PERMIT Min Max Inspection Description 110 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final IMin Max inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 NITY OF Building &Fire Prevention DivisionORDPERMITAPPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: S "Aw 10',CO Job Address: C-av6- Historic District: Yes[]Nowl Parcel ID: 17-20-31-502-0000- 0 Residential Commercial Type of Work: Newz Addition[] AlterationEIRepair 11 Demo El Change of UseE]Move H Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person. Daphne Clark Phone: 407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street. 5200 Vineland Rd STE 100 City, State Zip. Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S, GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FRC 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: January 1, 2018 j f Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 71mlw- Signature ofOwner/Agent 61te , VISHAAL S GUPTA Print Owner/Agent's Name el 00, Signature of No ate of Florida Vate 1,0VV, X4P Owner/Agent is YES Iywn to Me or Produced ID NfA osf ID f & Signature of Contractor/Agent ate VISHAAL S GUPTA Print Contraetor/Agent'i Name A- 2 ///43 Signature of-Nf)Fary-State o' 1 6 ' 1 rwo Wffat/< Contractor/ Agent is S Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building N" Electrical 1911"' Mechanical Lrffvl Pklmbing Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg:---2,,S Min. Occupancy Load: of Stories: 2- New Construction: Electric - # of Amps too Fire Sprinkler Permit: Yes No 9 of Heads APPROVALS: ZONING: ,c-k---',,/ Alg/16 UTILITIES: ENGINEERING: TC,-1 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown sin plan. Plumbing - # of Fixtures— 15 Fire Alarm Permit: Yes[] No;E] WASTE WATER: Revised. January 1, 2018 Permit Application It CITY OF D FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: J 6 3) 3J do Documented Construction Value: $ 1 Job Address:% 6067 Historic District: Yes[—]NoFv(l Parcel ID: 17-20-31-502-0000- 0 Residentia1w] Commercial Type of Work: New? Additiono Alteration El Repair F—]DemoF-]Change of UseMove Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Street: 5200 Vineland Rd STE 100 City, State Zip: Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: 407-5293100 Fax: State License No.: CRC1330351 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61b Edition (2017) Florida Building Code Revised: January 1, 2018 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 ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 4 7113 Signature of Owner/Agent Wte , I VISHAAL S GUPTA Print Owner/Agent's Name Signature of No ate of Florida to ONO009averAIS. 041NVO ,VW'f.* Owner/Agent is YE , IrkAMn to Me or Produced ID N/A 12fI D7113 l - Signature of Contractor/Agent kate / VISHAAL S GUPTA Print Contractor/Agent'; Name 2 1-tflld— Signature of. Cary -State W6,1 at P Pukt R 0 Ito Contractor/ Agent is M Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building E] Electrical [] Mechanical E] Plumbingn Gas] Roof [_] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] Non #of Heads Fire Alarm Permit: Yes [] No n APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: & — WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquareCa)permitspermitspermits.com Property Address: 2661 Flicker Cove Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1180 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: FW-1 New structure Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) g'-"""m gg' -'m 0 " a g,T1" M" lMl"R "YO "0 om , A1m m I LQ FloodZone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: Fj The parcel is in the: 0 floodplain Elfloodway F-1 A portion of the parcel is in the: El floodplain El floodway W The parcel is not in the: FM-Ifloodplain E]floodwayEl The structure is in the: Elfloodplain Ofloodway EJ The structure is not in the: E] floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-3137 Reviewed by: Michael Cash, CFM Date: July 30, 2018 CITY Of Application for Right -of -Way Z)AIN14FORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. it does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: 4 1 (/ r F-] Aerial Installation 0 Directional Bore Jack & Bore Underground Utilities Roadway open cut -single lane [:1 Roadway open cut —multi lane Small Cell/Wireless Co -location New pole M Other (describe): Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: 11 Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial info: Length (Feet) # of Poles (Existing) (New) This Application is submitted by: Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: Address: 5200 Vineland Rd., STE 100, Oriando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: it is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public eight -of -way. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the IF ail address: rmc haf I, . sh 4, r fcartiti c, I have read and understand tatement and by signing this ap77e;11F e to its terms. Signature: Date: Application No: Fee: Date: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Date: Date: -1 - Date: SCPA Parcel View: 17-20-31-502-0000-1180 http://parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315020... cnt PrgRqqy Reggird CarA Parcel: 17-20-31-502-0000-1180 Property Address: 2661 FLICKER CV SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-502-0000-1180 2018 Working 2017 Certified Owner(s) PARK SQUARE ENTERPRISES LLC Values Values Valuation Method Cost/Market Cost/Market Property Address 2661 FLICKER CV SANFORD, FL 32773 Number of Buildings 0 0 Mailing 5200 VINELAND RD STE 200 ORLANDO, FL 32811-7658 Depreciated Bldg ValueSubdivisionNameWNDHAMPRESERVEDepreciatedEXFTValue Tax District St-SANFORD Land Value (Market) 45,000 14.000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Portability Adj Save Our Homes Adj $0 $0 Amendment I Adj $0 $0 P&G Adj $0 $0 Assessed Value $45,000 $14,000 Tax Amount without SOH: $266.58 QjZ !Am- Bill Amount $266,58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 118 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 45,000 0 45,000 Schools 45,000 0 45,000 City Sanford 45,000 0 45,000 SJWM(Saint Johns Water Management) 45,000 0 45,000 County Bonds 45,000 0 45,000 Sales Description Date Book Page Amount Qualified vac/Imp SPECIAL WARRANTY DEED 6/1/2018 09145 0485 1,032,000 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 45,000.00 45,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits I of 2 7/18/2018, 7:27 AM FORM R405-2017 PTCOI D COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 118 Tribeca A LHG Left- N Builder Name: Park Square Homes Street: 2661 Flicker Cove Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: - 115010 7 Owner: Park Square Homes Jurisdiction: Design Location: FL, Orlando County: Seminole (Florida Climate Zone ) t 1. New construction or existing New (From Plans) 9. Wall Types (2693.3 sgft.) Insulation " - ate 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R-11 0 1368,00 fF b. Concrete Block - Int Insul, Exterior R-4.1 1059.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 266.00 IF 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1202.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (vented) R=30.0 1202.00 ft2 6. Conditioned floor area above grade (ft2) 1986 b. N/A R- ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(211.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2 a. U-Factor: Dbl, U=0.55 105.00 W SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 IF 12, Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 42.00 IV SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A IV a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3,246 ft, Area Weighted Average SHGC: 0.235 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (1986.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 927.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 784.00 ft2 None c. other (see details) R= 275,00 ft2 15. Credits Pstat Glass/Floor Area: 0.106 Total Proposed Modified Loads: 60.22 PASSTotalBaselineLoads: 62.16 I hereby certify that the plans and specifications covered by Review of the plans and F^iIE8x, P this calculation are in compliance with the Florida Energy specifications covered by this FQ Code. Boc t1 JDigitally signed by [iojan Paukovic calculationindicates compliance} o a with the Florida Energy Cade. rrr,, ._. • „ Q PREPARED BY: P 1OV1 Dat:za s.o.1a 13:z:ss 04 00 _ Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 f I herebycertify that this building, as designed, is in compliance Y g9pFloridaStatutes. with the Florida Energy Code. WIE T OWNER/ BUILDING OFFICIA DATE: __ 2n L DATE:'? I*, l_ Compliance requires certification by the air handier unit manufacturer that the air handier 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). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 Qn for whole house. 6/14/ 2018 1:28 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lot 118 Tribeca A LHG Left- Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1986 Lot # 118 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP of Units: I Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 180 Street: 2661 Flicker Cove Permit Office: City of Sanford Gross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V Design Temp lot Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FLI-ORLANDO--IINTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume BlockI 1986 181521 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 927 8621.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1059 9531 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 100 IF 11 0,29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 175 ft2 11 0.29 0 0,71 3 Slab -On -Grade Edge Insulatio 1 st Floor 113.5 It 0 927 ft2 029 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 784 ft2 0 0.29 0 0,71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1344 ft2 300 W Dark 0.9 N 0.9 No 0 26.6 ATTIC V# RES IRCCTypeVentilationVentRatio (I in) Area 1 Full attic Vented 300 1202 ft2 N N 6/14/2018 1:28 PM EnorgyGaugeft USA Section R405.4.1 Compliant Software Pago 2 of 5 1 , 0110YRRM ; - M CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type I Under Attic (Vented) 1 st Floor 30 Blown 1202 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type- Space R-Value Ft In Ft In Area R-Value Fraction Absor- Grade% I N->S Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft-' 0 0.25 0.8 0 2 N->S Exterior Concrete Block - Int InSLJI 1 st Floor 4,1 29 0 9 4 270.7 ft2 0 0 0.8 0 3 E->W Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423,0 IF 0 0.25 0,8 0 4 E->W Exterior Concrete Block - Int Insul 1 st Floor 4.1 42 0 9 4 392.0 ft2 0 0 0.8 0 5 S->N Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 IF 0 0.25 0.8 0 6 S=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.8 0 7 W->E Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 0.8 0 8 W->E Exterior Concrete Block - Int Insul 1st Floor 41 33 0 9 4 308,0 ft2 0 0 0.8 0 9 SE Garage Frame - Wood 1 st Floor 11 28 6 9 4 266.0 ft2 0 0.25 0.8 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In I S=>N Insulated 1 st Floor None 39 3 8 24 IF 2 -=>SE Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation (=>) changed to As Built (rotated 180 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening I n.>S 1 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 n=>S 1 Metal Low-E Double Yes 0.54 0.25 N 4,0 W I ft 0 in 1 It 4 in Drapes/blinds None 3 n=>S 2 Metal Low-E Double Yes 0.55 022 N 30.0 It' 1 ft 0 in 12 It 4 in Drapes/blinds None 4 n->S 2 Metal Low-E Double Yes 0.58 0.25 N 64.0 W 8 ft 0 in 1 ft 4 in None None 5 e=>W 3 Metal Low-E Double Yes 0.54 0,25 N 4.0 ft2 I ft 0 in 1 If 4 in Drapes/blinds None 6 e->W 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 W I ft 0 in 1 It 4 in Drapes/blinds None 7 e=>W 4 Metal Low-E Double Yes 0.54 0.25 N 8,0 112 1 It 0 in 3 If 0 in Drapes/blinds None 8 e.>W 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 12 It 4 in Drapes/blinds None 9 s->N 5 Metal Low-E Double Yes 0.54 0.25 N 12.0 W 1 It 0 in 1 It 4 in Drapes/blinds None 10 S=>N 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 1 If 4 in Drapes/blinds None 11 s=>N 6 Metal Low-E Double Yes 0.54 0.25 N 6,0 It' 5 ft 4 in 4 ft 6 in Drapes/blinds None 12 w.>E 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 W 1 ft 0 in 1 It 4 in Drapes/blinds None 13 W->E 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft0in 1 ft 4 in Drapes/blinds None 6/14/2018 1:28 PM EnergyGaugeO USA Section R405,4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE V# 1 Floor Area Ceiling Area 394 ft2 394 ft2 Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 54 It 93 ft INFILTRATION Scope I Wholehouse Method Proposed ACH(50) SLA 000407 CFM 50 FLA EqLA AGM AGM 50 2117.7 116.26 218.65 3774 7 HEATING SYSTEM V # 1 System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF:9 39 kBtu/hr 1 Ducts sys#1 COOLING SYSTEM V # 1 System Type Central Unit/ Subtype Split Efficiency,,.- I 'Capacity -Air Flow SHR- 11111 Block", SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 Ducts sys#1 HOT WATER SYSTEM I System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Norio None Collector Storage System Model # Collector Model # Area Volume ft2 FEE DUCTS 1 Supply ---- Location R-Value Area Attic 6 397.2 ft Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF Attic 99.3 W Prop, Leak Free 2nd Floor --- cfm 59,6 cfm 0.03 0.50 HVAC # Heat Cool 1 1 6/14/2018 1:28 PM EnergyGaugeO USA Section R405.4. 1 Compliant Software Page 4 of 5 FC)PKA PA()C;-9n17 INPI IT RtIMMARY CHECKLIST RFPQRT TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Coolie j Jan Feb Marr An M,,Yy Jun Ju X Aug Sep Oct Nov Dec Heating Jan Feb Xj Xj AP, May JunXj JulXj AugI Sepxl Octj NovN DecHVentingJanFebXMarAprMayJunJulAugSepOctNovDec 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 (WEN) 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 lbs/sq,ft, 0 tt;I 0 tt 0,3 1 st Floor Default lbs/sq.ft. 0 ft2 0 ft 0,3 2nd Floor Name: Test Rater Signature: Rating Compant: Test Rater Date: 6/14/2018 1:28 PM EnergyGaugeO USA Section R405.4. I Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, PrescriEtive and ERI Methods 2661 Flicker Cove 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) 0 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, El R402.4.1 Building thermal envelope building thermal envelope shall comply with Sections R402,4.1.1 and R402.4. 12 The sealing methods between dissimilar materials shall allow for differential expansion and contraction. 0 R402.4.1.1 Instal lation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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 I 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,q. (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. o R402.4.3 Fenestration air leakage Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Ushu2), and swinging doors no more than 0,5 Our per square foot (2.6 IJs/rn2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1,S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/14/2018 1:28 PM EnergyGaugeO USA - FBC 61h 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside, 2. Fireplaces and stoves complying with Section R402.4.2 and Section Rl 006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 Us) when tested in accordance with ASTM E283 at a 1,57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. F] R403.1 .1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. E] R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3, R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0,1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 1C) or below 55'F (1 3'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 lJ 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, 6/14/2018 1:28 PM EnorgyGauge9 USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) F1 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 bond of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank, 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 1 00'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-1 1 and the ceiling shall be insulated to a minimurn 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. I. 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 aAIRFLOW CFM/WATT) RATE MAXIMUN CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 efor/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfrn = 28,3 Lhirin, a. When tested in accordance with HVI Standard 916 6/14/2018 1:28 PM EnerqyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1,15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2A 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 burnersF-1 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. 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, Fi 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 (1 O'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 anE] integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 nirn) 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. El R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall riot 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 thermalE] 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. 6/14/2018 1:28 PIVI EnergyGaugeO 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. EjR403A 1 Portable spas (MandatorY)he energy consumption of electric -powered portable spas shall be controlled by therequirementsofAPSP- 14, SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps, Exception: Low -voltage lighting. R404.1 .1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 6/14/2018 1:28 PM EnergyGaugo@ USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPU) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the Energy Performance Index, the more efficient the home. 1.New home or, addition 1_^pwLUErornplana 12. Ducts, location & insulation level a) Supply ducts R---_b. 0 2. Single-family ormultiple-family 2._Sipgte-famny b) Return ducts R___{6. 0 o)AHUlocation Attic/Attic 3. No. ofunits (if mu|\ip|m'(umi|y) 3.__--_-1_- 4. Number ofbedrooms 4 _____,3__ 13.Cooling system: Capacity ___41~U a) Split system SEER—__16J0 5. bthis aworst case? (yau/no) 5.--- _@o NSingle package SEER______ o}G,nund/wo/ e,sou,ce 3EER»COP______ n.Conditioned floor area ( uq.k.) 6,19.06_ d)Room uniVPTAC EER______ o)[Xher 7.Windows, type and area a)U-faotnr(weightodaverage) 7a.__lL55Z_' b)Solar Heat Gain Coa ioi*nt(SHGC) 7b. 235_ 14.Heating system: Capaoi\y___DD o)Areo 7c.__211Jl_ a)Split system heat pump H8PF____81! b)Single package heat pump HSPF______ 8. Skylights o)Electric resistance COp_______ a)U'fou\or:( waigh\edaverage) 8a.NAL_ d)Gas furnace, natural gas AFUE_______ h)So|urHeatGa|nOoo* ioient(6HGC) 8b-@/L_ o)Gas furnace, LPG xFUE______ hO\her S. Floor type, insulation level: a>S{ah'on' grade(R-va|ue) Sa.l.CL' b>VVou4 raia*d( R'va|ue) 8h-11,0 15 Water heating system o> Concrete, raised (R' va|ua) 8c-______ a) E|eomo ras|a\onco EF___g. 9,0 b)Gas fired, natural gas EF__ 1U.Wall type and insulation: o}Gas fired, LPG Ep_______ A. Exterior: d) Solar system with tank Ep_____ 1.Wood frame (Insulation R-vu|ue) 1OA1.--- 11 O e)Dedicated heat pump with tank EF____ 2, Masonry (Insulation R' va|ua) 10A2,__£.1 f}Heat recovery unit H*atRec%_____ B.Ad/aoenL g) Cxhe/ 1,Wood frame (insulation R'vu|uo) 1081-11 O__ 2.Masonry (insulation R' value) 1082._______ 16.MVACcredits claimed (Performance Method) 1|.Ceiling type and insulation level a)Ceiling fans a>Under attic 1130JL_ b) Cross ventilation No h}Single assembly 11b— u)Whole house fan No u}Knee walls/skylight walls 11u,_______ U>Mukizonocooling credit d)Radiant barrier installed 11d.___'Nl_ K4u\ hzunnheating credit 8 Programmable thermostat --------- ---Yes Label required by Section R303,1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 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 becompleted based oninstalled code compliant features. Builder Signature: Date: Address ofNew Home: Ody4FLZip: 6/14/ 20/8/:28: 32pM snvmr6xvowmUSA oo,mz planon2u/, pacmxEdition (2m17) Compliant Software Page ,mI 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 118 Tribeca A LHG Left- N Builder Name: Park Square Homes Street: 2661 Flicker Cove Permit Office: City of Sanford City, State, Zip: Sanford , FL Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Lu Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. 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 insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned 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 sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimurn. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped, shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall P,Yt#-.n(i hPhjj3d pjwing jind ViLiUg Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover nlates and yal15 uE Qpilirlus- a. In addition, inspection of log walls shall be in accordance with the provisions of JCC-400. 6/14/2018 1:29 PM EnergyGaugeO USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: Lot 118 TribecaALHG Loft wrightsoW Date: 09/18/2017 Entire House By: LF/LM One Stop Cooling and Heating Plan. WG 7225 Sandscove Coul, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling com License: CAC032444 Pro*ect Information For: Park Square Homes 2661 Flicker Cove, Sanford, FL Notes: I Design Information I Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 74 OF Design TD 24 OF Design TD 19 OF Daily range L Relative humidity 50 Moisture difference 46 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17643 Btuh Structure 17776 Btuh Ducts 2532 Btuh Ducts 6984 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20175 Btuh Use manufacturer's data n Rate/swin multiplier 0,98 BtuhInfiltrationEquipmenisensibleload24166 Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3065 Btuh Ducts 1310 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 2079 2079 Equipment latent load 4375 Btuh blume (f13) 18995 18995 Air changes/hour 0.41 0,21 Equipment Total Load (Sen+Lat) 28541 Btuh Equiv. A, F (cfm) 130 66 Req. total capacity at 0.75 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6042H1 Cond 4TWR6042H1 AHRI ref 7563302 Coil TEM6AOC42H41 ++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 470F Latent cooling 10250 Btuh Temperature rise 0 OF Total cooling 41000 Btuh Actual airflow 0 cfm Actual airflow 1367 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 27 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvr1Vht.,scxft- 2018-Jut 14 1321 37 Rigft-SuileOUniversal 2018 M0,19 RSU16877 Page 1 P\TF, MP PRINI'Lot 118 TribecaA LHG Loft- N.rtp Calc W8 Frorif Door faces: N AIL 9- wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sarxiscove Court, Winter Park, FL 32792 Ptx)noi (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0neStopCooIirg.cx)m License: CAC032444 Job: Lot 118 Tribeca A LHG Loft- N Date: 09/18/2017 By: LFILM Plan: LHG I Room name Entire House FOY 2 Exposed wall 265,5 It 18.5 It 3 Room height 9.1 It d 9.3 It heal/cool 4 Room dimensions 5.5 x 13.0 It 5 Room area 2079.0 f1l 71.5 It' Ty Construction number U-value Btu"2--n Or HTM Btuh/W) Area (ft2) or perimeter (ft) Load Btuh) Area (ff) or perimeter (11) Load Btuh) Heat cool Gross N/P/S Heat cool Gross N Heat cool 6 12B-0sw 05-2om Q5.2fim 0D97 0,550 0,540 n n n 2,31 1109 12,85 2.89 13.51 1318 261 30 4 227 0 0 524 393 51 655 405 55 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-flocs 4A5-2orn 0.143 0.550 n n 3.40 13,09 3.00 13.51 270 30 176 0 598 393 526 405 0 0 0 0 0 0 0 0 4A5-2omd 12B-09N 05-2orn 0.580 0.097 0,540 n e e 13.80 2.31 12,85 16.02 229 29.73 64 423 4 0 404 0 883 933 51 1025 1166 119 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2om 13A-4o(z 0550 0,143 e e 13D9 3.40 27.55 3.00 15 391 0 379 196 1289 413 1134 0 121 0 109 0 371 0 326 465-2fm 465-2fm 0540 0,540 0.097 e e s 12.85 12.85 2,31 2973 29,73 2,89 8 4 261 0 0 234 103 51 w 238 119 675 8 4 0 0 0 0 103 51 0 238 119 0ti12B-0sw 4A5-2otn 4A5-2om 0540 0.550 a s 12.85 1109 1178 13,72 12 15 12 12 154 196 165 206 0 0 0 0 0 0 0 0 0,143 s 3,40 3.00 88 58 M 175 51 27 92 81ti13A-flocs 4B5,2fm 11DO 0.540 0.390 s s 12-85 9.28 13.78 12.54 6 24 6 24 77 223 83 301 0 24 0 24 0 223 0 301 12F3-09N 05-2cirn 4A7S-2om 0,097 0,540 0550 w w w 231 12.85 13.09 2A9 29,73 2755 423 4 15 404 0 0 933 51 1% 1166 119 413 0 0 0 0 0 0 0 0 0 0 0 0 W q--t) 13A-flocs 12C-0w 0,143 0,091 w 3.40 2,17 3,00 157 307 265 307 244 1045 528 919 383 0 0 0 0 0 0 0 0 11DO 166-30ad 0390 0,032 n 928 0,76 12,54 118 21 1222 21 1222 198 931 267 2176 0 50 0 50 0 38 0 88C F 19A-0b,-4p 0.295 2,64 2.06 100 100 264 206 0 0 0 0 F 19G-19cscp OD49 0,40 0,32 175 175 71 55 0 0 0 0 F 22A-gam 1.180 28.08 OM 947 114 3188 0 72 19 520 0 6 c) AED excursion 0 53 Envelope lass/gain 14258 13571 1397 1206 12 a) Infiltration 3384 1355 240 96 b) Room ventilation 0 0 0 0 13 Internal gains: 0ocupants@ 230 5 1150 0 0 Applianceslother 17001 A 0 Subtotal (lines 6 to 13) 176431; 17776 1638 1303 Lessexiernal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 1638 1303 14 Subtotal 17643 17776 0 0 15 Duo loads 1 14%1 391/. 2532 6984 14%1 39%1 0 Total room load 20175 24760 0AOO-( 0 Air required (cfm) 0 1367 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed riw- we tgF tcatoit" 2018-Juri- 14 13 21:37 Right-SuitaftUniversal 2018 18o 19 RSUI 6877 Page I p%TFMP PRINT\Lot 118 FribecaA MG Loft N.rup Cale = M)8 Front Door faces: N a I9- wrightsoft, Flight-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sanciscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopGooling.00m License: CAC032444 Job: Lot 118 Tri beca A LHG Loft- N Date: 09/18/2017 B LF/LM Plan: LHG I Room name HALL NEED 2 E"sed wall 3.5 ll 265 ft 3 Room height 9,0 ft heat/cool 9,0 ft heakwl 4 Room dimensions 1.0 x 1533 It 1.0 x 1813 ft 5 Room area 1533 ft2 1813 W Ty Construction Ll-vajue Or HTM Area (f11) Load Area OF) Load number Btubv-+F Btu ye) or perimeter (ft) BUh) or perimeter (tt) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/,9 Heat Cool 6 12B-0sw 0.097 n 2.31 2.89 0 0 0 0 135 105 242 303 4A5-tom 0.550 n 13,09 11151 0 0 0 0 30 0 393 405 485-2kn 0.540 n 12.85 13,78 0 0 0 0 0 0 0 0 13A-flocs 0,143 n 3,40 3.00 0 0 0 0 0 0 0 0 1 G 4A5-tom 0,550 n 1109 13.51 0 0 0 0 0 0 0 0 4A5-2ornd 0.580 11 13.80 16,02 0 0 O 0 0 0 0 0 11213-0sw 0.097 e 2.31 2,89 32 32 73 91 104 104 239 299 4A5.2orn 0,540 e 12,85 2973 0 0 0 0 0 0 0 0 4A5-tom 0,550 e 13.09 27,55 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3,40 3,00 0 0 0 0 0 0 0 0 4B5-21rn 0.540 e 12.85 29.73 0 0 0 0 0 0 0 0 4B5-2lrn 0,540 e 12.85 29,73 0 0 0 0 0 0 0 0 12B-09N 0,097 s 2311 2,89 0 0 0 0 0 0 0 0 4A5-tam 0.540 s I2.85 13,78 0 0 0 0 0 0 0 0 4A5-2om 0,550 s 13.09 13.72 0 0 0 0 0 0 0 0 13A-flocs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0TLDG4B5-2fM 0.540 s 12.85 13,78 0 0 0 0 0 0 0 0 11DO 0,390 s 9.28 12.54 0 0 0 0 0 0 0 0 12B-Osw 0.097 w 2.31 2.89 0 0 0 0 0 0 0 0 4A52orn 0.540 w 12.85 2973 0 0 0 0 0 0 0 0 4A5-tom 0,550 w 13.09 27.55 0 0 0 0 0 0 0 0 W 13A-flocs 0,143 w 3.40 3,00 0 0 0 0 0 0 0 0 R 12C-09N 0,091 2.17 1,57 0 0 0 0 0 0 0 0L-D IIDO 0390 n 928 1254 0 0 0 0 0 0 0 0 c 1613-30ad 0,032 076 1,76 153 153 117 273 181 181 138 323 F 19A-Obs(p 0.295 2,64 2,06 0 0 0 0 0 0 0 0 F 19C-19cscv 0,049 0A0 0,32 23 23 9 7 0 0 0 0 F 22A-rpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion91 45 Envelope lossrgain 199 3621 1012 1285 12 a) Infiltration 44 18 333 133 b) Room ventilation 0 0 0 0 13 Internal gains: (Xmpants @ 230 0 0 2 460 Applianoesrother 0 0 Subtotal ( lines 6 to13) 243 379 1345 1878 Less externalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 243 379 16 25 14 Subtotal 0 0 1361 1903 15 Duct loads 1 14% 1 39% 0 0 14%1 391/. 1951 7481 JTotal room load 0 0 1557 2651 Air 0 0, 0 146 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rja- 2018-Jw 14 13 21,37 148811, RigIbI Suite6l,)Nversal 2018 18 0 19 RSU16877 Page 2 p\ TEMP PRINT,Lot 118 IdbecaAl-HG LoftNrup Calc=MJB Frond Door tares N al a 9w wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sard9oDve Court, Wirter Park, Fl- 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolingoom Lioerw CAGO32444 Job: Lot 118 Tribeca A LHIG Loft- N Date: 09/18/2017 B LF/LM an: LHG I Room MUM NUTH Mrol 2 used wall 5.5 It 3.5 ft 3 Room height 9.0 It heaVcc)ol 9,0 It heat/bDol 4 5 Room dimensons Roorn area 1,0 x 81,8 It 81.8 w 1.0 x 173 ft 173 W Ty Consiructon number U-value Bhjlrft2 17) or HTM Bbilbr) Area (ft) or perimeter (ft) Load B h) I Area (w) or perimeter (II) Load BtLih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 1213-0sw 4A5-2om 4B5.2fm 0.097 0.550 0.540 n n n 231 1109 12.85 2.89 13.51 13.78 50 0 0 50 0 0 114 0 0 143 0 0 32 0 4 28 0 0 63 0 51 79 0 55 11 G 13A- 4ocs 4A5- tom 0, 143 0. 5,50n n 3. 40 13, 09 3, 00 13, 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4A,5-2omd 12B- 09N 4A5- tom 0, 580 0. 097 0. 540 n e e 13, 80 2. 31 12B5 16, 02 2. 89 29, 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05- 2orn 13A- 4ocs 0550 0. 143 0 e 13, 09 3. 40 27, 55 3. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5- 2fin 4B5- 2ft11 0. 540 0. 540 U97 e e s 12. 85 12. 85 2. 3129, 73 2973 2, 89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 VL12B- Ogw 4A5- 2om 05- 2orn 0, 540 0. 550 s s 12. 85 13. 09 13. 78 13. 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2T-- rn D 13A- 4ocs 4B5- 2f40 11DO OA43 0. 540G 0390 s s s 140 12. 85 928 3, 00 13, 78 12, 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B- 0sw 4A5- 2om 05- 2orn 0. 097 0540 05W w w w 2, 3112. 85 13. 09 2. 89 29, 73 27, 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 13A- flocs 12C- 0sw 0, 143 0, 091 w 3.40 2. 17 3, 00 1. 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- D 11DO 16B- 30ad 0, 390 0. 032 n 928 0. 76 1254 1. 78 0 82 0 82 0 62 0 146 0 17 0 17 0 13 0 31 0F 19A-0b%V 0,295 2.64 2,06 43 43 113 88 17 17 45 36 F 19C-19c" 0.049 0.40032 0 0 0 0 0 0 0 0 F 22A-qam 1,180 28.080.00 0 0 0 0 0 0 0 0 6 c) AED excursion 101 5 Envelope to 289 367 174 196 12 a) Infiltration 69 28 44 18 b) Room ventilation 0 0 0 0 13 Internal gains: (kwpants @ 230 0 0 0 0 AppliarKrs/ other 0 0 Subtotal ( lines 6 to 13) 358 395 218 213 Less externalload 0 0 0 0 Less transfer0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 358 395 218 213 15 Duct loads14% 391/. 51 155 141%F39%/. 31 84 Total room load 410 5501 249 297 Air required (cfm) 0 30 0 016 Calculafions aMroved by ACCA to meet all rtguirements of Manual J 8th Ed, 2018- JL#)- 14 13:21:37 Right- SLAeOl-Inversal 2018 18.0.19 RSU16877 Page 3 op\ TEMP PRINT\Lot I18TribecaALHG Loft- Nrup Calc-,W8 Frost Door laces: N AL- y- wrightsoW Right-JS Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Winter Park, FL 32792 Pt -one: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwO(weStopCoolingoorn License: CAG032444 Job: Lot 118 Tribeca A LHG Loft- N Date: 09/18/2017 B LF/LM P a* n: LHG I Room name MWIC LOFT 2 Exposed v"I 16.0 ft it -0 111 3 Roomheight 9.0 ft heatbool 9.0 It heaV000l 4 Room dimensions 5.0 x 11.0 It 14,0 x MO ft 5 Room area 55.0 fF, 154.0 W Ty Construction U-value Or HTM Area OF) Load Area (fir) Load number Btuh/W--F) BkjlW) or perimeter (4) Btuh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat cool 6 12B-Osw 0.097 n 231 2.89 45 45 104 130 0 0 0 0 4A5-tom 4135-2fm 0,550 0.540 n n 13.09 12.85 13.51 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-flocs 0,143 n 3.40 3,00 0 0 0 0 0 0 0 0 1 4A5-2om 0,550 n 13,09 13,51 0 0 0 0 0 0 0 0 4A5-2ornd 0.580 n 13.80 16.02 0 0 0 0 0 0 0 0 12B-09N 0,097 e 2.31 2.89 0 0 0 0 0 0 0 0 4A5-2om 0,540 e 12.85 29.73 0 0 0 0 0 0 0 0 4A5-2om 0.550 e 1109 27.55 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.40 3.00 0 0 0 0 0 0 0 0 4B5-2fm 0540 e 12.85 29.73 0 0 0 0 0 0 0 0a. 4B5-2(m 0540 e 12.85 29.73 0 0 0 0 0 0 0 0 12B-Osw 01097 s 2,31 2,89 0 0 0 0 0 0 0 0 4Mtam 0,540 s 12,85 1378 0 0 0 0 0 0 0 0 4A5- 2om 0.550 s 13,09 13.72 0 0 0 0 0 0 0 0 13A- flocs 0,143 s 3.40 3.00 0 0 0 0 0 0 0 0 4B5- 2tm 0,540 s 12,85 13.78 0 0 0 0 0 0 0 0 11DO 0.390 s 928 12.54 0 0 0 0 0 0 0 0 12B- 0%v 0,097 w 231 2.89 99 99 229 286 99 84 194 242 4A5- 2orn 4A5- 2om 0. 540 0. 550 w w 12. 85 13. 09 29, 73 27, 55 0 0 0 0 0 0 0 0 0 15 0 0 0 196 0 413 W 13A-flocs 0.143 w 140 3.00 0 0 0 0 0 0 0 0 P 12C-09N 0M1 2,17 157 0 0 0 0 0 0 0 0 11DO 0,390 n 9.28 12'54 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.76 1.78 55 55 42 98 154 154 117 274 F 19A-Obscp 02915 2,64 2,06 40 40 106 82 0 0 0 0 F 19C-19(= 0.049 0.40 0.32 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 144 Envelope loss/gain 480 580 508 1074 12 a) Infiltration 201 80 138 55 b) Room ventilation 0 0 0 0 13 Internal gains: 0ocupants @ 230 0 0 1 230 Applianoes/ other 0 0 Subtotal ( lines 610 13) 681 660 646 1359 Less external load 0 0 0 0 Less transfer0 0 0 0 Redistribution 0 0 74 116 14 Subtotal 681 660 720 1475 15 Dud loads 1 14% 391/. 98 259 14% 391/. 1031 5791 Total room load 7791 920 8232054 Air required (cfm) 0 5 0 01 113Calculations apgroved by ACCA to meet all Muirements of Manual j8th Ed. L. Crt - 20 1 8-Jun 14 13 21.37 Rig4- Srjte0 Urivetsal 2018 18 0.19 RSUI 6877 page 4 opkTEMP PRINT\Lot118 TribecaA LHG Loll- N r(j) Garc - KJ8 Front Doorfaces: N Ij 17F wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 SaWscove Court, Wirter Park, FL 32792 Phase: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolinq)com License: CA0032444 Job: Lot 118 TO beca A LHG Loft- N Date; 09118/2017 By: LF/LM Plan: LHG I Room name BED2 2 Bqposed wall 13,0 ft 0 ft 3 Room height 9.0 11 heal/bool 9.0 It heat/bod 4 5 Room dimensions Room area 1.0 x 135.8 ft 135.8 5,5 x 3.0 It 16.5 IF Ty Construction number U-value Btuh/W--F) Cr HTM Btu w Area (fF) or perimeter (ft) Load Buh) Area M or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N(P/S Heat Cool 6 12B-Osw 4A5-2om 4B5-2fm 01097 0.550 0.540 n n n 2.31 1109 12.85 2.89 13.51 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 1 13A-4ocs 4A5-tom 0,143 0,550 n n 3.40 13.09 UO 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tz 4A5-2omd 12&0sw 05-2orn 0580 OD97 0,540 n e e 1180 2.31 12,85 16.02 2.89 29,73 0 117 0 0 102 0 0 235 0 0 294 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 13A-4ocs 0,550 0.143 e e 13,09 3.40 2755 3.00 15 0 0 0 196 0 413 0 0 0 0 0 0 0 0 0 4B5-2fm 4B5-2fm 0540 0.540 0.097 e e s 12.85 12.85 231 29.73 29.73 2.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VL212B-0sw 4A55-2om 4A5-tom 0.540 0.550 s s 12.85 13,09 1318 1172 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T=2 13A-4o(-- 4B5-2fm 11DO 126-0sw 4A5-tom 4A5-2om 0.143 0.540 0,390 0,097 0540 0.550 s s s w w w 3,40 12.85 928 2.31 1285 1109 3,00 13.78 12.54 2.89 29.73 27,55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W P 13A-flocs 12C-Osw 0,143 0.091 w 340 2,17 3,00 1.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 16B-30ad 0.390 0.032 n 9.28 0.76 1254 178 0 136 0 136 0 103 0 242 0 17 0 17 0 13 0 29C F F 19A-Mg(p 19G-19= 0.295 0.049 2.64 0,40 2D6 0,32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 521 Envelope loss/gain 535 10011 13 29 12 a) Infiltration 163 65 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Oa 230 1 230 0 0 Applianops/olher 0 0 Subtotal (lines 6 to 13) 699 1296 13 29 Lesse)dernal load 0 0 0 Less transfer 0 0 0 0 Redistribution 49 85 13 29 14 Subtotal 747 1381 0 0 15 Duct loads 14% 1 39% 1 107 543 14%1 391% 1 Of 0 j loadroomTotalroomloadTotal 8551 1924 0 0LedI (,I'm) 0 1( )6 0i Calculabons ap2roved byACCAto meet all nuirements of Manual J 8th Ed. 2018-Ju)- 14 13:21 ;37 Right ,SLiteOL)rivers,x[201818.0.19RSU16877 Page 5 pVFEMPPRIN14,otll8FribecaAI-HG Loft- N,rup (,,alc-W8 Front Door tares: N A. Tr wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOngStonGoolirgoorn License CAC032444 Job: Lot 118 Tribeca A LHG Loft- IN Date: 09/18/2017 1% LF/LM Plan: LHG I Room name LAUN BTH2 2 E4x)sed wall 14,5 0 6,0 ft 3 Room height 9,0 It heat/bool 9.0 ft heaVowl 4 5 Room dimensions Room area 6,0 x 8,5 If 51.0 IF 6.0 x 6.0 ft 36.0 W Ty Construction U-value or HTM Area (W) Load Area M Load number Bkj"'-+F Btulw) or perimeter (tt) Btuh) or perimeter (ft) BUjh) Heat Fact Gross N/P/S Heat Cool Gross NIP/S Heat cool 6 1213-09N 4A5-tom 485-2(m 0,097 0.550 0,540 n n n 231 13.09 12.85 2,89 1151 1178 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13A-flocs 4A5-2om 0,143 0.550 n n 3.40 13.09 3,00 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 12B-0sw 0.580 0,097 n e 13.80 2,31 16.02 2.89 0 77 0 73 0 167 0 209 0 0 0 0 0 0 0 0 4A5-2om 0.540 a 12.85 2913 4 0 51 119 0 0 0 0 4A5-2om 0.550 e 13.09 27,55 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.40 3.00 0 0 0 0 0 0 0 0 4135-2tm 4B5-2fm 0,540 0.540 e e 12.85 12.85 29.73 29.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-0sw 0.097 a 2.31 2.89 54 54 125 156 0 0 0 0 4A5-2om 0,540 s 12.85 13,78 0 0 0 0 0 0 0 0 4A5-2orn 0,550 s 13.09 1372 0 0 0 0 0 0 0 0 t:13A-flocs 0.143 s 3.40 100 0 0 0 0 0 0 0 0 4B5-2tm 0540 s 12.85 13.78 0 0 0 0 0 0 0 0DR11D00390s9.28 12.54 0 0 0 0 0 0 0 0 IL812&0sw 0.097 w 2.31 289 0 0 0 0 54 54 125 156 4A5-2om 4A5-2om 0.540 0'550 w w 12.85 13.09 29.73 27.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W R 13A-flocs 12C-09N 0.143 U91 w 3.40 2.17 3,00 1,57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 11D0 0.390 n 928 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 51 51 39 91 36 36 27 64 F 19A-Obwp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19c- 1 9(-;Cp 0,049 0.40 0.32 0 0 0 0 0 0 0 0 F 22A-cpm 1A80 28,08 U0 0 0 0 0 0 0 0 0 6 c) AED excursion 01 6 Envelope lose/gain 382 5751 152 214 12 a) Infiltration 182 731 75 30 b) Room ventilation 0 0 0 0 13 Internalgains: 0ocupants @ 230 0 0 0 0 Applianoes(other 500 01 Subtotal (lines 6 to 13) 565 1148 227 244 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 548 594 28 43 14 Subtotal 1112 17421 255 288 15 Duct loads 1 14%1 3T/.l 160 685 14%1 391/. 371 113 Total room load 1272 24127 292 401 Air required (dm) 0 13434 0 22 Calculations approved by ACCA to meet all Muirements of Manual J 8th Ed. 0-p- 2018-Jin 14 1321:37 loe8k " -" "- - " ' ' " "" Righl-SuileB) Universal 2018 18 0 19 R81, 116877 Page 6 pVl MP PRINTTol 118 TribecaA LHG Loft- N np Calc = M18 Front boor faces: N AL. rr wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Plore. (407) 629 6920 Fax: (407) 629 - 9307 Web wwwOmStopCoolirig.comLicerse GAC032444 Job: Lot 118 Tribeca A U-110 Loft- N Date: 09/18/2017 By: LF/LM Plan: LHG 1 R )eunn T012 BEN 2 11EZ;'TZIII 6.0 it 36.0 it 33 R - bRoomheightRoomHE 9,0 it heat/booll 9.0 it heal/bool 55 wrom dimensions Room area U x 6.0 0 36,0 IF 1,0 x 1463 0 146,3 if Ty ConstrU(ton number U-value BUVW-T) Or HTM BtuMtvj Area (IF) or perimeter (H) Load B h) Area (tr) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat GooI G. N/P/S Heat cool 6 12B-09N 0.097 n 231 2,89 0 0 0 0 0 0 0 0 4A5-2om 0550 n 1109 1151 0 0 0 0 0 0 0 0 4B5-2frn 0.540 n 12.85 13,78 0 0 0 0 0 0 0 0 11 13A-dots 4A5-2orn 0.143 0.550 n n 3.4040 13.09 3.00 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ornd 12B-09w 05-2ore 0580 0,097 0,540 n e o 13.80 2,31 12,85 16,02 2,89 29,73 0 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 95 0 0 218 0 0 273 0 4A5-2om 0.550 e 13.09 2755 0 0 0 0 0 0 0 0 13A-flocs 0,143 e 3A0 3,00 0 0 0 0 0 0 0 0 4B5-2frn 4B5-2frn 0.540 0540 0,097 e e s 12.85 12.85 2,31 29.73 29.73 2,89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113 0 0 98 0 0 225 0 0 281ti128-Osw 4A5-tom 0,540 s 12.85 13.78 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 1109 1372 0 0 0 0 15 12 196 206 13A-4ocs 0.143 s 3.40 3,00 0 0 0 0 0 0 0 0LG4B5-2frn 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 0 11DO 0390 s 9.28 12.54 0 0 0 0 0 0 0 0 12B'Osw 4A5-20M 4A5-2om 0,097 0,540 0.550 w w w 2,31 12.85 13,09 289 2973 2755 54 4 0 50 0 0 115 51 0 144 119 0 117 0 0 117 0 0 270 0 0 338 0 0 W P 13A-flocs 12C-Osuv 0,143 0,091 w 3.40 2.17 3D0 157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 16B 30ad 0,390 0.032 n 9.28 0.76 12,54 178 0 36 0 36 0 27 0 64 0 146 0 146 0 ill 0 260G F 19A-Obscp 0,295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C-19csm U49 0,40 0,32 6 6 2 2 146 146 59 46 F 22A-cprb 1,180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 451 40 Envelope loss/gain 197 374 1080 1364 12 a) Infiltration 75 30 452 181 b) Room ventilation 0 0 0 0 13 Internal gains: OowpanL% P 230 0 0 1 230 Applianoesebtlher 0 0 Subtotal (lines 6 to 13) 272 404 1533 1775 Lessexternal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 28 43 42 65 14 Subtotal 300 447 1574 1841 15 Duct Dads 1 141% 39% 43 1761 14% 1 39%1 226 1 723 total roam load 343 6231 00187 215 Air required (clin) A 0 34 I-- 0OL Calculations aggroved byACCAto meet all Muirements of Manual J 8th Ed. 14-we tghtneeoflt^ 2018-Jun- 14 13 21:37 Right-SUlteftUriversal 2018 I8.0A9 RSU16877 Page 7 p\TFMP PRIN IAI-ot 118 fiibecaA I-HG Loft- N op Cale =. We Hoot Door faoes: N J IF wrightsoft- Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sarxiscove Cori, Wirter Park, FL 32792 Pl-nne: (407) 629 -6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooliMcom License: CAC032444 Job: Lot 118 Tribeca A LHG Loft- N Date: 09/18/2017 By- LF/LM Plan: LNG I Room name STR2 DIN 2 Eposed wall 10.5 If 23.0 4 3 Room height 9.0 111 heat/cool 93 It heal/0001 4 Room dimensions 1,0 x 68.0 It 12,5 x 10.5 ft 5 Room area 68,0 fF 1313 W Ty Construction U-Vajue Or HTM Area (fF) Load Area (tv) Load number Bkjh/W--n Btumv) or perimeter (it) Btuh) or perimeter (ft) BUI) Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 126-0sw 0,097 n 231 2.89 0 0 0 0 0 0 0 0 4A5-2orn 0.550 n 13.09 13,51 0 0 0 0 0 0 0 0 4B5.2(m 0540 n 12,85 1378 0 0 0 0 0 0 0 0 VL 13A-flocs 0.143 n 3.40 3.00 0 0 0 0 116 52 178 157 1 05-2orn 0.550 n 13.09 13.51 0 0 0 0 0 0 0 0 4A5-2omd 0.580 n 13,80 16.02 0 0 0 0 64 0 883 1025 OD97 e 2.31 2.89 0 0 0 0 0 0 0 0T12B-0sw 4A5-tam 0.540 e 12,85 29.73 0 0 0 0 0 0 0 0l 4A5-tam 0.550 0 13.09 27,55 0 0 0 0 0 0 0 0 13A-4ocs 0,143 a 3.40 3.00 0 0 0 0 0 0 0 0 465-2fm 0.540 e 12.85 29.73 0 0 0 0 0 0 0 0 465-2tim 0,540 e 12.85 29.73 0 0 0 0 0 0 0 0 IL212B-Osw 01097 s 2.31 2.89 95 83 190 238 0 0 0 0 4A5-2om 0.540 s 12.85 13,78 12 12 154 165 0 0 0 0 4A5-tom 0,550 s 13,09 1372 0 0 0 0 0 0 0 0 IL213A-4ocs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 4B5-2fm 0.540 s 12.85 13,78 0 0 0 0 0 0 0 0 11DO 0,390 s 928 12.54 0 0 0 0 0 0 0 0 IL212B-Osw 0,097 w 2.31 2.89 0 0 0 0 0 0 0 0 4A5-tam 0.540 w 12.85 2913 0 0 0 0 0 0 0 0 4A5-2orn 0.850 w 13.09 27,55 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 w 3,40 3.00 0 0 0 0 98 98 332 293 P 12C•Osw 0.091 2,17 1.57 0 0 0 0 0 0 0 0 11DO 0.390 n 928 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 68 68 52 121 0 0 0 0 F 19A-Obscp 0295 2,64 2.06 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 0.32 0 0 0 0 0 0 0 0 F 1 22A-cprn 1A80 28,08 0.00 0 0 0 0 131 23 646 0 6 c) AED excrirsion 14 38 Envelope losstgain 396 511 2040 1437 12 a) Infiltration 132 53 299 120 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliancesiother 0 0 Subtotal (lines 6 to 13) 528 564 2338 1556 Less e)dernaJ load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 528 A 0 0 14 Subtotal 0 0 2338 1556 15 Duct "s 114%1 39% 0 01 14%1 391/. 336 641 Total morn load 0 0 2674 2168 Air required 0 0 0 120 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-JUr14 13,21,37 Rigii- SLiteOUriversal2Ol8l8Ol9RSU16877 r At& ''''' pkTEMPPRIW'I-otl18Tri[- becaAHGt-oft-Nrtt) Galc,W8 Fror(Door faces N Page 8 a, 9- wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sard%cove Court, Winter Park, FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooliM.com License: CAG032444 Job: Lot 118 TrIbeca A LHG Loft- N Date: 09118/2017 By: LF/LM Plant: LHG 1 Room name LATH KfT 2 3 Exposed wall Room height 535 It 9.3 ( 1 heal/ cool14.5 ft 9. 3 It heat/ cool 4 Room dimensions 1, 0 x 405.0 ft 1,0 x 230.8 ft 5 Room area 405, 0 W 230.8 W Ty Constructionnumber U- value Btu[ iV-- F) or HTM Btutw) Area ( f121) or perimeter ( 0) Load Btuh) Area M or perimeter ( ft) Load Bkjh) Heat cool 7 Cross N/P/S Gross Cool Gross N/P/S Heat Cool 6 12&09N 4A5- 2om 405-21m 0,097 0,550 0540 n n n 2. 31 13, 09 12,85 2.89 13,51 13,78 0 0 0 0 0 0 Heat - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 13A- 4ocs 4A5-tom OA43 0. 550 n n 3,40 1109 3. 00 13, 51 153 30 123 0 420 393 370 405 0 0 0 0 0 0 0 0 Tif2 4A5- 2oind 12B- Osw 05-tom 0,580 0.097 0,540 n e e 13B0 2, 31 12, 85 16.02 2.89 2913 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A9- 2om 13A- flows 0.550 0143 e e 13, 09 3, 40 27.55 3.00 0 270 0 270 0 918 0 808 0 0 0 0 0 0 0 0 4B5- 2hn 4B5- 2h, n 12B• Osw 05-2orn 4AS-20M 0,540 0,540 0.097 05400550 e e s s s 12, 85 12, 85 23112. 85 13, 09 29.73 29.73 2.89 11378 13. 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T= 2 T=(? G13A-flocs 4135-2fm 11DO 4A5- 2om 05- 2orn 13A-flocs 12C-OSN 0.143 0,540 0,390 0.097 0,540 0,550 0.143 0.091 s s sw w w w 3. 40 12. 85 9.28 2,31 12,85 13.09 3,40 2,17 3.00 13.78 12.54 2.89 29,73 27,55 100 157 0 0 0 0 0 0 74 0 0 0 0 0 0 0 74 0 0 0 0 0 0 0 253 0 0 0 0 0 0 0 223 0 0 0 0 0 0 0 135 60 0 0 0 0 0 0 135 39 0 0 0 0 0 0 459 85 0 0 0 0 0 0 404 61 VL212B- Osw W P 1160 1613- 30ad 0. 390 0.032 n 9, 28 076 12.541, 78 0 0 0 0 0 0 0 0 21 0 21 0 198 0 267 0 C F 19A- 0b" 0295 2,64 2.06 00 0 0 0 0 0 0 F F 19C - 19cscp 22A- cpm 0.049 1,180 0.40 28.08 0.32 0.00 0 405 0 54 0 1502 0 0 0 231 0 15 0 407 0 0 6 c) AED excursion 49 47 Envelope loss/gain 3486 1757 1149 686 12 a) Infiltration b) Room ventilation 695 0 278 01 188 0 75 0 13 Internal gains: OooupanLs @ 230 0 01 0 0 Applianoeqbther 0 1 1200 Subtotal (lines 6 to 13) 4181 2035 1337 1%1 Less external load 0 00 0 Less transfer 0 0 0 0 Redistribution 661 522 168 119 14 Subtotal 4842 2557 1505 2080 15 NO loads 3 9% 1 695 100514%1 391/61 216 817 HTotal room load 5537 3!562 72011 2819 7Air required ((*n) 0 0 197 1 90 160Calculations aggroved byACCAto meet all Muirements of Manual J 8th Ed. 201 8-Jun 14 1321.37 Rigrt-SulteOUnversal 2018 18, 0A 9 RSUl 6877 Page9 opJFMP PR14ITot I 18 1 ribecaA LHG Lott- N.rvp Garc n M18 Front Door faces: N tL. F wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Winter Park, FL 32792 Plbore: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.0reStopCx)ol6u.wm Liceme CAGO32444 Job: Lot 118 Tribeca A UiG Loft- N Date: 09/18/2017 gB , LF/LM on: LHG 1 Room name STRI PWDR 2 Exposedwall 0 It 4.0 It 3 Room height 9.3 It heal/cool 9.3 It heal/cool 4 Room dimensions ITO x 4.0 It 4.5 x 9,0 111 5 Room area 68,0 W 40.5 f!" Ty Construction U-value or HTM Area (IF) Load Area M Load number Btuh/IF-IF) Bkjtvft2) or perimeter (11) Buh) or perimeter (ft) Btul1) Heat Cool Gross NtP!13 Heat Cool Gross N/P/S Heat Cool 6 12B-0sw 0,097 n 231 2.89 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 1109 13,51 0 0 0 0 0 0 0 0 465-2fm 0,540 n 12.85 13,78 0 0 0 0 0 0 0 0 13A-4ocs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 1 4A5-2om 0.5W n 13.09 13.51 0 0 0 0 0 0 0 0 4A5-2omd O580 n 1180 16,02 0 0 0 0 0 0 0 0 12B- 0sw OD97 a 2,31 2.890 0 0 0 0 0 0 0 4A5- 2om 0,540 e 12,85 29.73 0 0 0 0 0 0 0 0 4A5- 2om 0.550 e 11109 27.55 0 0 0 0 0 0 0 0 13A- 4ocs 0.143 a 3,40 3.00 0 0 0 0 0 0 0 0 4B5- 2tm 0.540 e 12.85 29.73 0 0 0 0 0 0 0 0 4B5- 2tm 0.540 e 12.85 29.73 0 0 0 0 0 0 0 0 12B- Osw 0.097 s 2,31 2.89 0 0 0 0 0 0 0 0 4A5- 2om 0,540 s 12.85 13,78 0 0 0 0 0 0 0 0 4A5- 2om 0.550 s 13.09 1312 0 0 0 0 0 0 0 0 13A- flocs 0,143 s 3,40 3.00 0 0 0 0 37 31 106 93 4B5- 2fm 0,540 s 12,85 13.78 0 0 0 0 6 6 77 83 11DO 0390 s 928 1254 0 0 0 0 0 0 0 0 12B- Osw 0.097 w 2,31 2.89 0 0 0 0 0 0 0 0 4A5- 2om 4A5- 2om 0, 540 0550 w w 12. 85 13. 09 29. 73 27, 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A 4ocs 0143 w 3.40 3.00 0 0 0 0 0 0 0 0 I 2C-OsN 0.091 2.17 157 116 116 252 182 88 88 191 139 IIDO 0.390 n 928 12.54 0 0 0 0 0 0 0 0 C 16B- 30ad 0,032 0.76 1.78 0 0 0 0 41 41 31 72 F 19A- Obsop 0.295 2,64 2,06 0 0 0 0 0 0 0 0 F 19C- 19c9cp 0,049 0.40 0.32 0 0 0 0 0 0 0 0 F 22A- cpm 1180 28.08 0.00 68 0 0 0 41 4 112 0 6 c) AED excursion 4 10 Envelope loss/ gain 252 178 518 377 12 a) Infiltration 0 0 52 21 b) Room ventilation 0 0 0 0 13 Internal gains: 0ocupants 0 230 0 0 0 0 Apphanooslother 0 0 Subtotal (lines 6 to13) 252 178 570 398 Less external load0 0 0 0 Less transfer 0 0 0 0 Redistribution 252 178 1061 840 14 Subtotal 0 0 1631 1238 15 Ductloads 1 14%1 391/. 0 0 149/. 1 391/. 234 LTotal room load o 1865 486 1725 A(,, required ((* n) 0 0 0 95 Calculabonsaggroved by ACCA to meet all Muirements of Manual J 8th Ed, vio- !qtvtwcol*- 2018- JLfl-14 1321:37 Right-SuileOUniversal 2018 18 019 RSUI 6877 Page 10 wTEMP PRINTIot 118 TribecaA LHO Loft- Nrup Calc = MUB From Door hoes: N Duct System Summary Job: Lot 11STribecaALHG Wk.. wrightsoft' Date; 09/18/2017 Entire House By: LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sar)JSMVe COU'LMOW Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OmStopGooling.comLicense: CAG032444 Project Information For: Park Square Homes 2661 Flicker Cove, Sanford, FL External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.243 /0.097 in H2O 0.145 in/1 00ft 0 cfm 234 ft I Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.243 /0.097 in H2O 0.145 in/1 00ft 1367 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BFD2 c 1924 0 106 0.203 6.0 Ox 0 AFx 14.5 105.0 st2 BFD4 c 2564 0 142 0.190 TO Ox 0 VlFx 210 105.0 st2 R T112 c 401 0 22 0,203 4,0 Ox 0 J]Fx 145 105.0 st2 DIN c 2168 0 120 0184 8.0 Ox 0 AFx 26.6 105.0 SO GATH c 1781 0 98 0.186 7.0 Ox 0 AFx 20.7 110.0 SO GATH A c 1781 0 98 0,179 7.0 Ox 0 AFx 25.6 110.0 SO KIF c 2897 0 160 0.199 7.0 OX0 AFx 17.0 105.0 SO LAUN c 2427 0 134 0198 6.0 Ox 0 Wx 17.7 105.0 st2 LOFT c 2054 0 113 0.207 6.0 Ox 0 AFx 12.3 105,0 st2 MBFD c 2651 0 146 0.145 0 Ox 0 AFx 37.2 130.0 st3 MRTH c 550 0 30 0,153 4.0 Ox 0 AFx 28.9 130D st3 PATOI c 297 0 16 0.151 4.0 Ox 0 AFx 30.5 130.0 st3 MWIC c 920 0 51 0.156 4.0 Ox 0 AFx 30.5 125.0 st3 PWDR c 1725 0 95 0188 4.0 Ox 0 AFx 19,0 110.0 SO T012 c 623 1 0 1 34 1 0.199 4.0 Ox 0 AFx 17.0 105,0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti PeakAVF 0 571 0.179 534 14.0 0 X 0 VinIFIx st3 PeakAVF 0 244 0.145 552 9.0 0 X 0 VinIFIx st2 st2 PeakAVF 0 795 0,145 744 14D 0 X 0 VinlFix A -- -1-- Right-StReOUtiversal 2018 MOT 9 RSUI 6877 MC Ao F MPPRINTI-ot 118J6becaALHG Loll- N.rtp Galc,IA18 FroftDoorlaoes: N p\T _ 2018- Jun 14 13 21:39 Page 1 Return Branch Detail Table GrilleFS9ize Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name in) Cfm) Gfm) ft) FIR fpm) in) in) Opening (in) Matt Trunk_ Ox 0 0 106 51.7 0.188 397 7.0 Ox 0 VlFx W rrb Ox 0 0 455 60.0 0162 835 10.0 Ox 0 VlFx rtl Ox 0 0 805 67.0 0,145 577 16.0 Ox 0 VlFx rtl I Return Trunk Detail Table Name Trunk Type Htg Gfm) Cig Cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rti PeakAVF 0 1260 0.145 578 20.0 0 x 0 VinIFIx wrightsoft- Rigll-StiteOUtvversaI2018 180,19 RSLJ16877 op\TEMP PRINTIot 116 1'ribecaALHG Loft- N.rtv Calc=UIB FroilDoor faces: N 2018- Jtx) 14 1321 39 Page 2 Static Pressure and Friction Rate Job: LotI18TrIbecaALNG LofL.. wrightsoft, Date: 0911812017 EntireHouse B)r. LF/ LM Plan: LHG One Stop Cooling and Heating 7225 Sardscove Cart, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopGoolingoorn License: CAG032444 For: Park Square Homes 2661 Flicker Cove, Sanford, FL Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0. 03 Return grilles 0.03 0. 03 Filter 010 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 24 17 Equivalent length of fittings 130 50 Total length Total effective length Supply Ducts Return Ducts 167 Heating in/ 1 00ft) 0. 145 OK 0145 OK 67 234 Cooling i n/ 1 00ft) 0. 145OK 0,145 OK Fitting Equivalent Length Details Supply 4X--35, 11 A= 20, 11 G-5, 11 G--5, 11 A-_20, 11 G--5, 1 A-_35, 11 G_-5: TbtalEL=1 30 Return 6M=20, 6A1 =1 0, 5E1 =1 0, 11 G_-5, 11 G_-5: Total EL--50 wrightsoft- 2018-JtxvI4 1321:39 RigII-SUte0UiiversaI 2018 18,0, 19 RSU16877 Page I pITEMP PRINTI-ol 118*fribe(; aALHG Loft- N,rup Cale -W8 Frorl Door taoes:N Level 1 A OX16,-, 1I0X10-2 7 98cfm 98chn qip' 7 7" DIN 4 GATHGATH lox 0A 120cfm A 7" 8" Sup Riser 14 jFBB2 KIT STR1 FOYFO 7— 16,0 SEER H.F. 8X4 PWNDR 4" 95r;frT1 EF1 VTW L GARAGE A EF1 = 50 CFMIFan EF2 = 80 CFM fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFI-2 = 80 CFM Fan EFI-3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job#: Lot 118 Tribeca A LHG Loft- N Performed by LF/LM for: ParkSquare Homes Sanford, FL One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.0neStopCooling.com Scale: 1 :98 Paget Right-SuiteS Universal 2018 18.0.11 RSU16202 2018-Apr- 11 11 b 1,41 Level 2 8X4 1 1 VTR 16ch I TH"--. MWIC 8X4 8X4 4 SRBI 4 30 Orr 51 GhTI 4 4 12XI12 459rolm M 10XI0 IOX6 113 cfrn LOFT 8X4 EITH2 8X4 4"° 34ctrn EFI VTR I T012 1 0X8 142din BED4 Job#: Lot 118 Tribeca A LHG Loft- N Performed by LF/LM for: ParkSquare Homes Sanford, FL Zone Damper I - 14" Zone Daniper2 -14" Bypass Damper- 10" MBED 10X10.1 146chn 30X18 805 Gfrn BED2 71006 XI ) 20 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFLI = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV m Dyer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB -Field Built Box One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL. 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.0neStopCooling.com Scale: 1 :98 Page 2 Right-SuiteG Universal 2018 18.0.11 RSU16202 2018-Apr-1 1 1151,41 SAi aV r 3 U t " p i a%j 41, MM wC ,3" 4 ev, 3 u 3r `,41c 1 2 QV, z" 3' 13 3" tlnsCo P w, o'; l tYUiC .N RECORD COPY DESCRIPTION AS FURNISHED: Lot 118, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FORICERTIFIE0 TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 13 PALMERS SUBDIVISION PLAT BOOK 2, PACE 41 S 89'43'10 " W 40. 00' 41.47' 41.47' 30X4.0' AC - 16.7, .67' LANAI Z) C6 12,0' LOT 118 PROPOSED RESIDENCE o Z, LOT 119 0 <Z) - 1986-TRIBECA-A cz; LOT 1172CARGARAGELEFT O COWD. ENTRY 9.3, 5.6 7' 5.6 7' Ok to construct single family home 25. with setbacks and impervious area shown on plan. (4 LA 0to fV SETBACKS AS FURNISHED FRONT _= 25'(-) REAR 20' SIDE - 5' (40' LOT) 7 - 5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SUCCESSION AT 20` AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW CFO LOT GRADING IYP6, H PROPOSEV f F. PER PI-AN-S 30.,3' a 16' L DRIVE WALK 25.20' 10' UTIL. ESMT. WALK CURB S 89*43'10 W 40.00' f"LIC[ 7- Co VF 50' R/W PRIVATE) 208, 73' A- P.C. PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS N07' A SUhiq,,'1 LOT AREA 4,800 ± SQUARE FEE-7 FLA TWORK ON/OFF LOT = TOTAL * SQUARE FEET I FLATWORK DRIVE RE4031110= 515 f SQUARE: -ErL FOUNDATION/PADFOC 1_321 J Su(jAw WALKS 571 200= 257 ± SQUARE FEET REAR PATIO 96 j- SQOARIFRONTPORCHDECK50J- SQUARE i(;- SOD 2,8621 131 = 2,993 1 SQUARE FEET POOL DECK NIA _t SOUAIF NOTE: FRONT SIDEWALK AND 57REET LOCATION TAKEN FROM PLANS PROWLED BY CLIENF NPT FILI,4) VEHliLb - AS,510C., INC -- A - 0 ' I _ZVDS &TIevA1Y _/V"_ ' U_*6cNb - LEGEND 5400 E. COLONIAL OR, ORLANDO, FL, 32607 (407)-277-3232 FAX (407)-658 P FPLATFILEDPDA- TYR. POINTON LIKE TYPICAL NOTES: P. R, IRONPIPE IRON ROD P.R.C. P4E. POINTOF REVERSE CURVATURE POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY "I THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA EA)ARP 01 CM. CONCRETE MONUMENT PAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, ;10HOA STAIQPS SCT IR x 112' Ik w/#EB 4596 N.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE HOT VALID. RTC, RECOVERED V?. WITNESS POINT - 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRIC11ONS 1, D POINT OF BEGINNING CA4C. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. POINT OF COMMENCEMENT PRA. PERMANENT REFERENCE MONUMENT 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, N&D CENTERLINE NAIL & DISK FF. D,SL. FINISHEDFLOUR ELEVATION BUILDING SETBACK LINE 5THIS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ("Of" INGHT-OF-WAY BENCHMARK K 6. DIMENSIONSSHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT Of USED TO RECONSTRUCT BOUNDARY UNITS C MT EASEMENT D.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.O.) DRAIN. 1, DRAINAGE UTILITYB. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED C(,FC CHAIN LINK FENCE 1. CEWTIFTS111 OF AUTHORIZATION No. 44196, IDYC CID F. C. WOODFENCECONCRETE BLOCK PONOF CURVATURE SCALE h-- I' DRAWN BY. P.T.F POINIT TANGENCY DESCRIPTION CERTIFIED13Y, PATE pRpETt NU RADIUS PLOT PLAN 06-- 07-2015 3 704 1ri U C R ARC LENGTH DELTA CHORD CHORD 0CAPj.( jNORTHI THIS 8U/ L0ING\ PROPERFY DOES NOT LIE WITHIN HE ESTA&LISHEO 100 YEAR FLOOD PLAN[ AS PER "FIRM" TO , GRUSEN EVER, R L # 4714 l SCOT . ZONE x.1 MAP # 121 f 7CO090 F (09--28 -07) JAM W. , R L, # 4801 00 N Filename: PARK 8Q TRZBE{A,zzz LightiuB and Small Appliance/Laundry Circuits Floor Area 8nAppNo LaundNo Line Neutral I985 2 I Lighting Summary Standard 5,6I0 5,610 Optional I0,458 5,6I0 fla ee & Ovens Range No. 0o? Nameplate Line Neutral 1 l 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dzlrezo Dryer No. No? Nameplate Line Neutral l l 5000 2 0 3 O 3 7 Dryer Summary Standard 5,000 3,500 OptiorzeI 5,000 3,500 Heating and Cooling: Actual Number = l Name M? Pb No Amps Volts VA BP Line Neutral 1 M I l 22.0 240 5,280 0 1 M I I 2.0 240 480 0 l M I I 5.0 240 I,200 0 l l I I 22 240 I 5,280 O Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fizcec} Appliances: J\otnaI Number = G Name M? Ph No Amps Volts VA BP Line Neutral oI8B l l I20 600 600 600 DISH l l 120 I200 I,200 1,200 MICRO l l I20 I200 1,200 1,200 WATER HEATER I l 18.5 240 4,440 O OP][ POOL l 1 IO 240 2,400 O OPT DODI, HEAT I 1 31 240 7,440 0 Fixed Appliance Gunnnory Standard 12,960 2,250 Optional I7,280 2,350 Other Appliances: Actual Number = O Name Y8? Pb No Amps Volts V& BP Line Neutral Other Appliance Summary Standard O 0 ODt±poel 0 0 25% of Max Motor: Line is Std Only; Neutral for Both maximum Phase Amps Volts AP 1% Heat/Cool 1 Phase 22 Amps 240 Volts Fixed Appl. 1 Phase 22 Amps 240 Volts 0 Other Appl. Phase Amps Volts Max Motor Summary a Standard only 1,320 0 SUMMARY Standard Line Neutral Total Total 43,530 15,840MaximumAmperage = 181 66ServiceVoltage = 240 Service Phase = 1 OptionalLine Neutral Total Total 34,535 15,840 MaximumAmperage = 144 66 ServiceVoltage = 240 Service Phase = 1 VT}COWY W1R, Lumber design va|ueaoreinauuordonoevvdhANS|/TP|1oeotionO.3 These truss designs rely onlumber values established byothers. M wow * iiek RE: P1980A_2O87-Park Sq Hm/Tdbeca 188G-A MiTek USA, Inc. O804Parke East Blvd. Site Information: Customer Info: PARK SQUARE HMS Project Name: P1886/—2087 Model: TR|B /98S.2OR7` Lot/Block: 118 Subdivision: VVYNDHAKAPRESERVE 4O Address: 2681 FLICKER COVE City: 8ANFOR0 State: FLORIDA Name Address and License #pfStructural Engineer ofRecord, Ifthere ksone, for the building. Name: Lioenaa#: Address: City-, State: General Truss Engineering Criteria & Design Loads ( individual Truss Design Drawings Show Special Loading Conditions): De e FBC2017/TP12014 Design Program: MiTck20/208.| Wind Code: A8CE7-10 Wind Speed: 140mph Roof Load: 40.0psf Floor Load: 55.0pa[ This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings. With myseal affixed hothis sheet, | hereby certify that |amthe Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Cp w . *» , This item has been electronically signed and sealedby Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss Jmwng(s)referenced above have been prepared byK4iTek USA, Inc. under my direct Supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Magid, Michael Mylicense renewal date for the state o[Florida is [ u6,uuryZ8,20|9 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs cornply with ANSI/TPI 1. These designs are based upon pararneters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek, Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs, MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Magid, Michael I of 2 Site Information: Customer Info: PARK SQUARE HMS P P1986A2087 Model: TRiBECA 1986_2087-A Lot/Block: 118 Subdivision: VVYNDHAM PRESERVE 40 Address: 2681 FLICKER COVE City: GANFDRD State: FLORIDA Truss Type Qty Ply I Park Sri Hin(Tdbeca-1986-A T14370932 1986A_2087 JAI d1 1a Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi'Tek Industries, Inc. Fri Jun 22 06,44:07 2018 Page 1 ID-3zzrE5595gH BgKdROwR6OYzkwee-RXLxCDoJm4G9ge8tNNCx)VcRpxtv3erl hJ2NYEz3p9s 1 0-0 7 3 11 14 A O 21-4-5 28-8-0_ 9 8 0 11 a a 1------ -- 7-3-11 l _' a s _. ..--. ---+ - i-o- ------- t _..._. i-3 i 1 oaI 4x4_ 3x4 = 3x4 -_- 3x4 __ 4x44x4 == 28-8 0 Scale = 1,51.5 H LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in NO Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0,67 Vert(LL) -0,32 8-10 -999 240 MT20 244/190 TCDL too Lumber DOL 1.25 BC 095 Vert(CT) -0.45 10-13 >768 180 BCLL 0.0 Rep Stress Incr YES WB 0,39 Horz(CT) 0,07 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 131 lb FT - 201% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ibfsize) 2=1207/0-4-0, 6=120710-4-0 Max Horz 2=148(LC 12) Max Uplift 2--379(LC 12), 6=-379(LC 13) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2020/608, 3-4=-1797/599, 4-5=-1797/599, 5-6=-2020/608 BOT CHORD 2-10=-585/1762, 8-10=-243/1148, 6-8=-449/1762 WEBS 4-8=-277/695, 5-8=-453/340, 4-10=-277/695, 3-10=-453/339 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, Cat. 11, Exp B; End., GCpi-0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 14-4-0, Exterior(2) 14-4-0 to 17-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chard live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10Apsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 Ib uplift at joint 6. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S Magid PE No 53661 MiTek USA„ Inc, FL Cort 6634 6904 Parke East Blvd, Tampa FL 33610 Date June 22,2018 AWARNING - VerrfydeatOnParameters and REAP! NOTES ONTHIS AND INCLUDED MITEK REFERENCE PAGE 114I1-7473 rev. 101031205BEFOREUSE. Design valid for use only With MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use the building designer must verify the applicability of designparameters and property incorporate this design into the overall Mi building design. Bracing indicated is to prevent buckling of individual truss web and/or chordmembers only. Additional temporary and permanent bracing MiTe l, isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage,: delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-ae and SCSI Building Component 6904 Parke East Blvd Safety Information available frorn Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss (Truss Type IOty (Ply I Park Sq Htn/Tribeca-1986-A T14370933 P1986A_2087 IA2 lorida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MITek Industries, Inc Fit Jun 22 06A4:08 2018 Page 1 ID 3zzcE5595qliBqKdROwR6OYzkwee-vkvKPZoxXNOOlojrw4jAGi9f4t_Guo11 Awyow4gz3p9r17 0 Oj .__._._... 6-9-4 i 13-0-0 I 15 8 0 . _ 21 10-1 28-6 0 _.____... 9-8-01 1- 0-0 6-9-4 6-2-12 2 8 O 6-2-12 6-9-4 1-0-0 Scale = 1:50.0 4x8 40 =_ 1, 1 IL I! y 4x4 t.5x4 t 3.4 = 3x8 = x 1.5x4 It 4x4 =_ 15- 8-0 LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20-0 Plate Grip DOL 1.25 TC 0,50 Vert(LL) 0,10 13-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0,64 Vert(CT) -0.20 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0,08 7 n/a n/a BCDL 10,0 Code FBC2017/TPI2014 Matrix -MS Weight: 152 lb FT = 20%n LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1207/0-4-0, 7=1207/0-4-0 Max Horz 2=136(LC 12) Max Uplift 2=-369(LC 12). 7=-369(LC 13) FORCES. ( lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2107/660, 3-4--1491/543, 4-5=-1256/540, 5-6=-1492/543, 6-7=-2106/660 HOT CHORD 2-13=-559/1822, 12-13--55911822, 11-12=-258/1254, 9-11--509/1821, 7-9=-509/1821 WEBS 3-13=01289, 3-12=- 656/349, 4-12=-133/391, 5-11 =-I 28/393, 6-11=-654/350, 6-9-0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult7l40mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.0psf, h-25ft, Cat. It, Exp B; Encl., GCpi-0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 15-8-0, Interior(1) 19-10-15 to 29-8-0 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areaswhere a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 2 and 369 lb uplift at This item has been joint 7_ electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PF No_ 53681 MiTsk USA, Ina FL Cart 6634 004 Parka East Blvd, Tampa FL 33510 Data: June 22,2018 A WARNING • Verify d-ign paramat— and READ NOTES ON THIS AND INCt uV ED MITEK REFERENCE PAGE MI/-7473 rev. 10/0312016BEFORE USE, Design valid for use only with MiTekaR connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall OF ACT^a building design. Bracing indicated is to prevent buckling ofindividualtrussweband/or chord members only Additional temporary and permanent bracing IMII lc' is always required for stability and to prevent collapsewithpossiblepersonalinjuryandpropertydamage- For general guidance regarding the e fabrication, storage, delivery, erectionand bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6964 Parke East Blvd. Safety information available from Truss Plate Institrae, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1b Truss Truss Type Oty Ply Park Sq Iitn/Tribeca-1986-A T14370934 1986A 2087 A3 HIP 2 i Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 Mi Iek Industries, Inc, Fri Jun 22 06:44:10 2018 Page 1 In 3zzrE5595gl lBgKd ROwR6OYzkwee-r604gFgC27ekX5(E2VIe(_7 Exx9zOG01 TNG1119Yz3p9p 22 10 i 228-8 Q ' 9,8 05 2-12 5-9-4 Scale = 1.50.0 3x4 =- 4x8 1. 5x4 II 3x4 = 21 22 4x4 _- 5xa = 1_5x4 II 3x4 5- 2 A11-0-0 17-6 0 22 10 12 I --- __. i _ ._ _ _-__ _---_ - I _______— _ I --- -.___ _ _ 28 8 0 t .-. _ _ . ... i 59-4 _________ .___..., § 3.-1 - ------... 6 _$=0 ---- --- .....__ 5 2 1, --- P1 i4 4?ft lX'Y —t4 Q 5-4 0-2-0 1 Q -- ------ -- -- ._._. - --- -- LOADING ( par) SPACING- 2-0-0 CsL DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,74 Vert(LL) -0,09 10-11 >999 240 MT20 244/190 TCDL 10 0 Lumber DOL 1,25 BC 0.58 Verl(CT) -0,21 10-11 -999 180 BCLL 00 II Rep Stress Incr YES WS 0.36 Horz(CT) 0.08 7 n/a n/a BCDL 10 0 "--" l.."- " Code FBC2017ITP12014 Matrix -MS LLL Weight: 146 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-5 ac bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-10 REACTIONS. ( lb/size) 2=1207/0-4-0, 7=1207/0-4-0 Max Horz 2=117(LC 12) Max Uplift 2=-351(LC 12), 7=-351(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2145/706, 3-4=-1660/605, 4-5=-1426/596, 5-6=-1669/607, 6-7=-2144/706 BOT CHORD 2-12=-550/1863, 11-12=-550/1863, 10-11=-348/1427, 9-10=-559/1863, 7-9=-559/1863 WEBS 3-11=-509/289, 4-11--991425, 5-10=-78/425, 6-10=-503/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vu@=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat. 11, Exp B, Encl, GCpt=0- 18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(i) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 21-10- 15, Interior(1) 21-10-15 to 29-8-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2and 351 lb uplift at This item has been joint 7 electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63681 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22. 2018 A6,WARNlND - Verify design parameters end REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7478 rev. tel03/20/5 BEFORE USE. Design valid for use only wah MiTeklil, connectors. This design is based onlyupon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevem buckling of individual trusswat) andtor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t fabrication, storage, delivery, erection and bracing of tnr*sea and truss systems, see ANSI1TPIi Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Type IQIy IPly I Park Sri l-Im/Tribec:a-1986-A T14370935 1986A 2087 Flonda Lumber, Bartow, FL- 8A30 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 2206:A4:11 2018 Page 1 In 3zzrE5595gHBgKdROwR6OYzkwee-JJaS2argplmb9FSQcCGttLiiBJZGD?WFccwOah?z3p90 1-0-0 4-9 4 9-0-0 14 4-0 19 6 0 23-10 12 28-80 9-8-0 1o-oi — 4-9-4 _ 4-2-12 - 4 -- s a a 5 a o— -}- 4-2-12 — f — A 9.4: 4x¢ - 1_5x4 11 4x8 21 5 22 6 scale r 1 50.0 ax4 =_= AIM3x4 -.:_ 3x@ ._= 3x4 .::::: 4x4 :--. 9- 0-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TOLL 20-0 Plate Grip DOL 1.25 TC OA4 Vert(-L) 0,15 13-16 999 240 TCDL 10.0 Lumber DOL 1 25 BC 0.79 Vert(CT) 0 34 13-16 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 008 8 TUB n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1207/0-4-0, 8=1207/0-4-0 Max Horz 2=97(LC 12) Max Uplift 2=-329((-C 12), 8=-329(LC 13) FORCES. ( Ib) - Max- Comp,/Max. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-2132/762, 3-4=-1831/646, 4-5=-1835/709, 5-6=-1835/709, 6-7=-1831/646, 7- 8=-2132/762 BOT CHORD 2-13=-609/1884, 12-13=-412/1588, 10-12=-419/1588, 8-10=-617/1884 WEBS 3.13=-346/246, 4-13=-70/408, 4-12=-196/418, 5-12=-366/223, 6-12=-196/418, 6- 10--70/408, 7-10=-346/247 1 90.0__--_--- PLATES GRIP MT20 244/190 Weight: 145 lb FT = 20% Structural wood sheathing directly applied or 3-8-5 oc purlins- Rigid ceiling directly applied or 7-6-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL--3.Opsf; h=25ft; Cat. 11, Exp B, Encl., GCpi= 0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 24- 0-11, Interior(1) 24-0-11 to 29-8-0 zone.C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1-60 3) Provide adequate drainage to prevent water Flooding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) , This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 329 lb uplift at joint 2 and 329 lb uplift at joint 8- AWARNING . Verify design parameter end READ NOTES ON THIS AND INCLUDED "TEK REFERENCE PAGE MIF7473rev. 1010312016 BEFORE USE. Design valid for use only with MiTek(fi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buiidrng design. Bracing indicated is to prevent truckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing is arw ays required for stability and to prevent collapse with possible personal injury and property damage_ For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPi1 Quality Criteria, OSB•89 and BCSI Building component Safety information available from Truss Plate Institute, 218 N. Lae Street, Suite 312, Alexandria. VA 22314. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature, Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No,53881 MlTsk USA, Inc. FL Cart$634 6904 Parke East Blvd. Tampa FL 33610 Date: MiTek° 6904 Parke East Bivd. Tampa, FL 36610 June 22,2018 Truss 1986A_2087 IA5 3d oS A4 Truss Type HIP O(y IPIy I Park Sq Hmrrnbeca-1986-A 114370936 Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Fri Jun 22 06:44:12 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-nV8gFwsSarliRnP 1 d9wo6OYKDRyZHkn6mram8DRz3p9n 0-0 3-9-4 7,00 11 10 i 16_-9-15 24-10-12 28-8-0i11 .......3-9-4.__.3-2-12...._....-----1- - ---4 10-1 .........---f- ............ ...---4-11-13 _____- i---------- 410; .-..._.._-----t........._3-2-12 (_.._._ 3g_Q--------- 1,60 5x6 = 4 Scale = 1:50.0 3x4 =- 1_5x4 II 5x6 :--- 5 19 20 6 21 22 7 14 13 12 1 3x8-= 7x6 46 = 4x10 7x6 -- 3x10 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. PiattQff,6ets jX,Y [2 0 4-p -1. 11 [4D 3 LOADING (par) SPACING- 2-0-0 CSI- TCLL 20,0 Plate Grip DOL 1.25 TC 0,99 TCDL 10.0 Lumber DOL 1_25 BC 1,00 BCLL 0.0 Rep Stress Incr NO WB 0,90 BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No 1 BOT CHORD 2x6 SP No,I WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2095/0-4-0, 9-2403/0-4-0 Max Harz 2=78(LC 27) Max Uplift 2=-779(LC 8). 9=-1019(LC 9) 28-8-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0,32 12-13 >999 240 MT20 244/190 Vert(CT)-0.5412-13 >635 180 Horz(CT) 012 9 n/a n/a Weight: 169 lb FT'- 20% BRACING - TOP CHORD Structural wood sheathing directly applied. SOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4217/1623, 3-4=-4021/1592, 4-5=-541812289, 5-6=-554212439, 6-7=-5542/2439, 7-8=-4748/2116, 8-9=-4925/2135 BOT CHORD 2-14=-1452/3750, 13-14=-1381/3543, 12-13=-2228/5418, 11-12=-1796/4163, 9-1 1=-1860/4377 WEBS 4-14--89/283, 4-13=-1091/2370, 5-13=-529/399, 5-12=-367/209, 6-12=-6461460, 7-12=-716/1742, 7-11=-249/682 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=3.Opsf, h=25ft, Cat. 11, Exp B, Encl , GCpi=0.18, MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 pat bottom chord live load nonconcurrent with any other live loads 5) * This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 779 lb uplift at joint 2 and 1019 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall he provided sufficient to support concentrated load(s) 123 lb down and 142 lb up at 13-7-4, 123 lb down and 142 lb up at 15-7-4, 123 lb down and 142 lb up at 17-7-4, and 123 Ith down and 142 lb up at 19-7-4, and 213 lb down and 254 lb up at 21-8-0 on top chord, and 776 lb down and 287 lb up at 12-8-12, 89 lb down and 28 lb up at 13-7-4, 89 lb down and 28 lb up at 15-7-4, 89 Ito down and 28 lb up at 17-7-4, and 89 Ito down and 28 lb up at 19-7-4, and 370 lb down and 228 lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1_25 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9--20 Q,. WARNING - Verify design Raramafors and READ NOTES ON THIS ANDINCLUDED MiTEK REFERENCE PAGE MII.7473 rev. f010312016 BEFORE USE. Design valid for use only with MiTek+ connectors. This design is based only upon parameters shown, and is for an individual building component, notatrusssystem- Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is toprevent bucking of individual truss web andior chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracingoftrusses and truss systems, see ANSIITP11 Quality Criteria, USB-89and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S_ Magid PE No-53661 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: A OF AIVItTek., 6904 Parke East Blvd. Tampa, FL 36610 June 22,2018 Truss (Tniss Type IOty IPly I Park Sri HmlTribeoa-1986-A 114370936 1986A 2087 A5 HIP Mid -Florida Lumber. Bartow. FL LOAD CASE($) Standard Concentrated Loads (lb) m i JU s mar 11 zu to mi i eK MOUSnles, I11C. rrI Jun Z4 UO 44, I G Lu 10 rage e ID:3zzrE5595gli6gKdROwR6OYzkwee-tiV8gFwsSactiRnP 1d9wo6OYKDRyZHkn6rlirartl8DRz3p9n Vert: 7=-166(B) 19=-123(B) 20=-123(8) 21=-123(8) 22=-123(B) 23=-776(B)24=-70(B)25--70(8)26=-70(8)27--70(B)28=-370(6) WARNING - Vardy of-tOn paramerara and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and isfor an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameter a and property incorporate this design into the overall p buildng design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always raguimd for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing ettrusses and Inns systems, see ANSIITPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Rivd. safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1ampa, FL 36610 bTrus s [ ply Park Sri 1fr0ribec'a-1986A T14370937 1986A2087A6 HIP I I __ -_ - ___ __ onwtl- Whtflonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44: 132018 Page 1 ID:3z, zrE5595qFlBqKdROwR6OYzkwee-GhiCSGs4t-wOIOZbpidJLyrnsYIM?ST02v4EVh[Tltz3p9m 7-Q20 ----- Z59-Q 4A-9 1-0-0 3915 --------i-31.... 4101 4-11-13 I ---------4101 ----------A- 0---------- 3-80 1001 Scale = 1 50 0 4 I 5x4 11 3x4 5X5 - 5 6 7 15 14 - 12 if 3.4 3X4 3x8 = 3x4 - 3x4 3x4 3x43 7- 4- 10-1 4-11-13 4-10-- ------ --- -------- LOADING (psf) SPACING. 2-0-0 CS1, DEFL. in (loc) I/defI Lid PLATES GRIP TCLL 20. 0 Plate Grip DOL 1,25 TC 035 Vert(LL) 0,13 12-14 >999 240 MT20 244/190 TCDL 10D Lumber DOL 1,25 BC 0,62 Vert(CT) 0,27 12-14 >999 180 BCLL 00 Rep Stress Incr NO WI3 0,28 Horz(CT) 0,09 9 n/a pure BCDL 10. 0 Code FBC2017fTP12014 Matrix -MS Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-9 oc bracing WEBS 2x4 SIP No,3 REACTIONS. (lb/ size) 2-120710-4-0, 9= 1207/0-4-0 Max Harz 2-78(LC 8) Max Uplift 2=-312(LC 5), 9=-312(LC 4) FORCES, (lb) - Max. Comp,/Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2185/622, 3-4-1987/592, 4-5=-22741745, 5-6=-2274/745, 6-7--2275/745, 7-8=- 1987/592, 8-9=-21851622 BOT CHORD 2-15-554/1930, 14-15=-48811726, 12-14--664/2275, 11-12a-441/1726, 9-1 1=-509/1930 WEBS 4- 15=-57/303, 4-14=-298/741, 5-14=-312/189, 6-12=-345/205, 7-12=-2991742, 7-11 =- 57/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opst, h=25ft, Cat. 11, Exp B. Encl., GCpI-0, 18, MWFRS (envelope) gable end zone, Lumber DOL= 1.60 plate grip DOL= 1,60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 312 lb uplift at joint 2 and 312 lb uplift at joint 9. A WARNING, Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE 4411-7473mv, f0103120IS BEFORE USE, Design valid for use only with lih-relver connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system nature use, the building designer must verity the applicability of design parameters and properly incorporate this design Into (110 overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary aiidpermanent bracing is always required for Stability and to prevent collapse with Possible personal injury and property damage- For general guidance regardingthe fabrication, storage, doltv", erection and bracing of trusses and truss systems, See ANSI/TPII Quality Criteria, D68-89 and SCSI Building Component Safety information availablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies, Michael S, Magid PE No,63081 MiTek USA, Inc. FL Cort 6634 6904 Parka East Blvd, Tampa FL 33610 Date: 141, MiTek' 6904 Parke East Blvd Tampa, FL 36610 June 22,2018 Truss Type oty IPIY I Park Sri HrinrrribeGa-1986-A T14370938 2087 lBI SPECIAL tIJ___tgrp!) ride cumber. BallowF_ 8.130 s Mar 11 2018 MiTek Industries, Inc, Fri Jun 22 06:44:15 2018 Page I ID:3zzrE5595qHBqKdROwR6OYzkwee- C4qztykiKtXHOesIBr2l-p2BytTiQA(DxBOCXY-oqiyiz3p9k 3-3- 0 9-3 - - 11 ....... .. . 12-, 'TO - -------- v5-T-q _ -- --- ---------- 1", ___ --1 3-3- 0 3-0-8 3-0-3 3-1-15 3-1-15 3-3-11 it 1 5. 4 II 3 39 0 6X6 4X48xlOMT2011S2.4 4x4 08 3-3-0 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.00 TC 0188 TCOL 10,0 Lumber DOL 1,00 BC 0.66 BCLL To Rep Stress Incr NO WB 0,74 BCDL 10.0 Code FBC2017rTP12014 Matrix-S 10 DEFL. in ( loc) Well L/d Vert(LL) 0. 29 12 =766 360 Vert(CT) -0. 55 12 >408 240 Horz(CT) 0. 06 9 Tula n/a LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD 4-8 2x4 SP No. I BOT CHORD 2x6 SP DSS BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1 ml 861110-4-0, 9=248710-7-4 Max Horz 1= 258(LC8) Max Uplift 11- 535(-C 5), 9=-808(LC 5) Max Grav 1= 2001(LC 15),9=2800(LC 15) FORCES. (lb) - Max Comp.tMax, Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-396211079, 4-5-1215913571, 5-6-1215913571, 6-7=-7102/2056, 7-8=-5511161, B-9--487/ 155 BOTCHORD 11-14- 11 10613480,13-14=-3001/10093,12-13=-3252/10905,11-12=-3403111692, 10-11 =-3403/ 11692, 9-10=-205617102 WEBS 2-14=-730/2605, 5-12=-841/279, 6-1 1=-531304, 7-10=-28711112.4-12=-340/1343. 6-112=-263/488, 6- 10=-4796/1408, 7-9=-6845/1980, 2-4--3389/1024,4-14=-6966/2038 Scale = 1 33 0 PLATES GRIP MT20 244/190 MT20HS 187/ 143 Weight: 218 lb F'r = 20% Structural wood sheathing directly applied or 2-11-4 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) 2-ply truss to be connected together with 10d (0 131"0") nails as follows: Top chords connected as follows, 2x4 - I row at 0-7-0 oc, Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, Wehs connected as follows: 2x4 - I row at 0-9-0 oc, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (S) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.opsf. h=15ft, Cat. 11. Exp B, EncT, GCpi=0.181 MWFRS (envelope) gable end zone. Lumber DOL=1,60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding, 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 110,0 ps(bottom chord live load nonconcurrent with any other live loads, 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint I and 808 lb uplift at joint 9, 10) Girder carries tie-in span(s): 5-0-0 from 6-3-8 to 18-11-4 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard A WARNIN0, VeHlrydesign rmtrimmAirs.nd READ NOTES ON THIS AND INCLUDED MITEKRErERENCE PAGE Mit-7473,.v. 1010312015BErORE USE. Design valid for use only with WekO connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designermust verify the applicability of designparameters and properly incorporate this design Intothe overallbuildingdesign Bracing indicatedis topreventbucklingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1QualityCriteria, DSB 89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 112, Alexandria, VA 22314 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No,53681 MiTek USA, Inc. FL Cort 6634 6904 Pridni East Blvd, Tampa FL 33610 Date, June 22,2018 Nil' MiTek' 6q04 Parke Fast Blvd - Tampa - FL 36610 Truss Type Ply I Paric Sq I-Im/Tribeca-1986-A T14370938 1986A_2087 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1 00 Uniform Loads (plf) Vert: 1-3=-60, 4-8=-252, 1-9=-20 Concentrated Loads (lb) Vert:4=-429 8.130 s Mar 11 2018 MiTek Industries. Inc. Fri Jun 22 06:44:15 2018 Page 2 ID:3zzrE5595gHBgKdROwR6OYzkwee-C4gztyuKtXF 10esIBr2Lp2ByfnQAfDxBOCXY_ogtnz3p9k WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlorchord members only. Additional temporary and permanent bracing M T®k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East BlvdSafetyInformationavailablefromTrussPlataInstitute, 218 N. Lee Street, Suite 312, Alexandria. VA22314. Tampa, FL 36610 amber, Bartow. FL. 8.130 s Oct 7 2017 MiTek Industries, Inc I'd Jun 22 10:14:00 2018 Page 1 I D:3zzrE5595gHBgKdROwR60Yzkwee-nmV S?FkFvxg_177fjHe6?xaD74ATenrjdx?IiUz3mzL 9 3 11 -. 12 5 1013,11 3- 3-0 .._ -------I-- ----._.3-0 8-j------ 3.0-3 ------i- ------__.3-1-15 -1---1-5-8 ) 1-8-7 Scale = 1:32.7 2x4 Il 3 3x6 - g 7x10 = 5,6 I 8x12 MT2CHS = 2.4 II 4x6 =- 4x6 — LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,00 TC 0,93 Vert(LL) 440 12 >563 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0,74 12 >302 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0,09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 109 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 1-6-2 oc purlins, except 4- 8: 2x4 SP DSS end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 `Except' 3- 13,7-9,4-14: 2x4 SP No.2 REACTIONS. ( lb/size) 1=1412/0-4-0, 9=126210-7-4 Max f lorz 1=243(LC 12) Max Uplift 1=-31O(LC 9), 9=-231(LC 9) Max Grav 1=1572(LC 19), 9=1625(LC 2) FORCES. ( Ib) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3070/738, 4-13=-79/328, 4-5=-8162/1788, 5-6=-8162/1788, 6-7=-4260/683, 7- 8=-305/46 BOT CHORD 1-14=-830/2693, 13-14=-203317636, 12-13=-2161/8169, 11-12=-1302/7137, 10-11=-1302/7137, 9-10=-683/4260 WEBS 2-14=-460/ 1970, 5-12=-396/52, 7-10=-146/808, 4-12=-403/452, 6-12=-508/1178, 6-10=-3049/646, 7-9=-4133/667, 2-4=-2609/761, 4-14=-5207/1267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. 11, Exp B, Encl., GCpj=0.18; MWFRS ( envelope) gable end zone and C-C Exterjor(2) 0-2-0 to 3-3-0, Interior(1) 3-3-0 to 18-9-8 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L=1.60 This Item has been 3) Provide adequate drainagetopreventwaterponding. 4) All plates are MT20 plates unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Magid, Michael, PE 6) ' This truss hasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide using a Digital Signature. will fit between thebottomchordandanyothermembers. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 1 and 231 lb uplift at Printed copies of this joint 9. document are not considered 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such signed and sealed and the connection device(s) is the responsibility of others. signature must be Verified 9) In the LOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6). on any electronic copies. LOAD CASE(S) Standard Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cert 6634 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 6664 Parke East Blvd. Tampa FL 33610 Uniform Loads (pit) pate: Vert: 1.3=-60, 4-8=-90, 1-9=-20 June 22,2018 WARNING • Verify design parameters and READNOTESONTHISAND INCLUDED MITEK REFERENCE PAGEMO.7473 rev. 1010312015 BEFORE USE. Design validfor use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not 4 a truss system. Before use, the building designer roust verify the applicability of design parameters and properly incorporate this design into the overall building tlesign. Bracing indicated isto prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ''` is alwaysrequired for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIITP11Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 8.130 s Oct 7 2011 Mir ek Industries, Inc Fn Jun 22 10,14 00 2016 Page 2 I D:3zzrE55g5gHBgKd ROwR6OYzkwee-nmVS?FkFvxg_IT7f(tie6?xaD74ATenrjdx?IiUz3rnzL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert- 4-345 15--460(6) Q WARNING' Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M114473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is toprevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,e is always requiredfor stability and toprevent collapse with possible personal mIrny and properly damage- For generMiT algulden.* regarding the k hion" tion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-68 andBCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N_ Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Ft. 36610 b Truss Type y Ply [lark Sq HovTribeca-1986-As 198EA2087 11312kr3s SPECIAL i2 co T1437 , 0 - 9 , 4 , 0 lerideLumber, Bartow, FL 8T130 s Mat 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44,17 2018 Page I ID: 3zzrE5595qHBqKdROwR6OYzkwee-BSxjlevt)P8XktAvayTNFi7clgWzliP70V STvveZ3p9i 6- 3-8 8 10-14 11 4-91 --- I - 113-IQ-3_ 'l- - ____ 16-3-14 8-_I 1 -41 3- 0.8 2-7-6 2 -5-10 2-5-10 2-5-10 2-7-6 Scale = 1 33.0 3x4 -- 4x6 - 3x4 11 4X8 = 7x6 - 5x8 : 2.4 11 4.' 0---,- 6- 3-8 P-0-14... ll-4_-9 ___ 13-1 O . ..... PIgte ffsetSiX 2-00-3-0 130-_30 - -8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Vdefl Ud TCLL 200 Plate Grip DOL 1,00 TC 065 Vert(LL) 023 14 >956 360 TCDI_ 10,0 Lumber DOL 1 00 BC 085 Vert(CT) 0,43 14 >515 240 6CLL 0,0 Rep Stress Incr NO WB 0,58 Horz(CT) 0.05 10 n/a n/a BCDL 10,0 Code FBC2017/1'PI2014 Matrix-s LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No 1 WEBS 2x4 SP No,3 BOT CHORD REACTIONS. (lb/size) 1=141210-4-0, 10=1250/0-7-4 Max Harz 1= 258(LCB) Max Uplift 1 =- 308(LC 5), 1 0=-228(LC5) Max Grey I = 1 569(LC 15), 1 0=1 614(LC 2) FORCES. (lb) - Max, Cornp,IMax Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2=-3082/614, 4-5m-802011584, 5-6=-8020/1584, 6-7--5772/929, 7-8=-5772/929 BOT CHORD 1- 16=-701/2713, 15-16=-1707/7597, 14-15--1816/8102, 13-14=-1360/7685, 12-13=- 136017685, 11-12=-528/3526, 10-11 =-528/3526 WEBS 2-16=- 403/1985, 2-4=-2623/623, 4-16=-5144/1101, 4-14=-429/443, 5-14=-303/40, 6-14=-3551536, 6-13m-25/2 78, 6-12 =-2148/462, 7-12 =-290/37, 8-12=-431/2409, 8-10=3558/ 535 118-11 4_ 7 PLATES GRIP MT20 2441190 Weight 219 lb FT = 20% Structural wood sheathing directly applied or 3-10-3 oc puffins, except end verticals. Rigid calling directly applied or 10-0-0 oc bracing NOTES- 1) 2- ply truss to be connected together with 10d (0. 131"xW) nails as follows Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc, Webs connected as follows 2x4 - 1 row at 0-9-0 oc, 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design, 4) Wind: ASCE 7- 10, Vult=l 40mph (3-second gust) Vasd-1 08mph, TCDL=4.2psf, BCDL=3.Opsf; h=l 5ft, Cat, 11, Exp B, Encl., GCpi=O, 18, MWFRS (envelope) gable end zone, Lumber OOL=I .60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 1 and 228 lb uplift at joint 10 9) Hanger(s) or other connection device(s) shall be provided sufficient to Support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increaseml.00, Plate Increase=1 .00 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 3, Magid PE No,63681 MiTsk USA, Inc. FL Cart 11634 6904 Parke East Blvd, Tampa FL 33610 Data: June 22, 2018 WARNING - Verify design pultraned.and READ NOTES ON THIS AND INCLUDED MITEKRIFFERENCE PACE 4111-7473rei,, 10/03/2015BEFORE USE. Design valid for use only with hilrfekit, connectors This design is based only upon parameters shown, and is for an individual building component, not a,:uIss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of ndividnal truss web and/or chord members only Additional temporary and permanent bracing WOW is always requiredforstability, and to prevent collapse with possible personal injury and prop" damage For general guidance regarding the fabi-icisfire" storage, delivery, erection and bracing of trusses and buss systems, see ANSVIP11 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Treepa, FL, 36610 Type IOty IPly I Park Sit I hriffribeca-1986-A T14370940 Mid -Florida Lumber, Bartow, FL, LOAD CASE(S) Standard Uniform Loads (pit) Vert: 13=-60, 4-9=-90, 1-10=-20 Concentrated Loads (lb) Vert:4=-792 8,130 s Mar 11 2018 Milek industries, Inc. Fn Jun 22 06:44:17 2018 Page 2 ID:3zzrE5595gHBgKdROwR6OYzkwee-BSxjlevbP8XktAvayTN1i7c19 WzIiP70 V_sTvvez3p9i A wWARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MI1.7477 rev. 1010312015 BEFORE USE. Design valid for use only with NitfekO connectors. Thisdesign isbased only upon parametersshown, and is for an individual building component, not a trusssystem. Beforeuse, the building designer mustverify the applicability of design parameters and properlyincorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ft T 1F is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1V: ` k fabrication, storage, delivery, arection and bracing ofbussas andtruss systarns, sea ANShTPN Quality Criteria, DS"9and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. lee Street. Suite 312, Alexandria. VA 22314 1ampa, FL 36610 Truss ITittss Type IQty IPly I Park Sq t-im/T7ibeca-1986-A T14370941 1986A_ 2087 7orida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:18 2018 Page i I D:3zzrE5595gHBgKdROwR6OYzkwee-cfV5 W_WDASft)VKUmWAU WfpaMINhBBf?eDWDSR5z3p9h 1- 0 0 5-0-0 .. f- ----- -9-8-0 14-4-0_ — - I -I 0 124- i-o o 5 0 0aa o 4-8-0 5f-o o-I 06 -- 17 15. 4 II 18 4 19 20 08 Scale = 1-. 34. 8 t5x4 II 5x8 = 1-5x4 II ax4 — axa = 19- 4-0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d PLATES GRiP TCLL 20.0 Plate Grip DOL 1,25 TC 0.56 Vertl-L) OA3 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0,20 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0,30 Horz(CT) 0.06 6 n/a n/a BCDL 10A Code FBC2017/ TP12014 Matrix -MS Weight: 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 2x4 SP No. 3 REACTIONS. (lb/size) 2= 1335/0-8-0, 6=1335/0-8-0 Max Horz 2=58( LC 8) Max Uplift 2=589( LC 8), 6=-589(LC 9) FORCES. (lb) - Max. Comp,/ Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=- 2449/1094, 3-4=-2797/1328, 4-5=-2797/1328, 5-6=-2449/1094 BOT CHORD 2- 1 0=-952/2135, 9- 1 0=-954/2149, 8-9=-922/2149, 6-8=-921/2135 WEBS 3-10=-33/ 358, 3-9=-413/789, 4-9=-516/369, 5-9=-414/789, 5-8=-33/358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, Cat. 11. Exp B: Encl., GCpi=0.18; MWFRS ( envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6)Provide mechanical connection ( by others) of truss to bearing plate Capable of withstanding 589 lb uplift at joint 2 and 589 lb uplift at joint 6. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 230 lb up at This item has been 5-0-0, 67 lb down and 100 lb up at 7-0-12, 67 lb down and 100 lb up at 9-0-12, 67 lb down and 100 lb up at 10-3-4. and 67 lb down electronically signed and and 100 lb upat12-3-4, and 212 lb down and 230 lb up at 14-4-0 on top chord, and 124 lb down and 62 lb up at 5-0-0, 51 lb down sealed by Magid, Michael, PE and 22 lb upat7-0-12, 51 lb down and 22 lb up at 9-0-12. 51 lb down and 22 lb up at 10-3-4, and 51 lb down and 22 ib up at using a Digital Signature. 12-3-4, and124lbdownand62lbupat14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Printed copies of this 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are not Considered signed and sealed and the LOADCASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pit) on any electronic copies. Vert: 1-3=-60, 3-5=-60, 5-7=-60, 11.14=-20 Michael S. Magid PE No.53681 Concentrated Loads (lb) MiTek USA, Inc. FL Cert $634 Vert: 3=-165(B) 5=-165(8) 10=-113(8) 8=-113(8) 17=-67(6) 18=-67(B) 19=-67(B) 20=-67(B) 21=-44(8) 22=-44(B) 23=-44(6) 904 Parke East Blvd, Tampa FL 33610 24=-44(8) Data' June 22,2018 WARNING- Verify desl0rt pararrr® fers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek4B connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Beforeuse, thebuilding designer must verity the applicabilityof designparameters and properlyincorporate this design into the overall building design. Bracing indicatedistopreventbucklingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing iTOk{ is alwaysrequired forstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding thefabrication, storage, delivery, erection and bracing of misses and truss systems, see ANSIITPI1 quality Criteria, DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intoanation available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FI- 36610 1986A2087 1-00 Truss Truss Type C I COMMON Oty Ply Park Sit I-Inaribeca 1986-A 4 1 T14370942 8 130 s Mar 11 2018 MiTelk Industries, Inc Fri Jun 22 06,44:19 2018 Page I ID:3zzrE5695ql-lBqKdROwR6OYzkwee-4r3UIKxrxmtiS6U3z4LjQlCl6Xuri5Xt9AosAy?4xz3p9g I __ __ - 12 — _- _ - , .-- -- ._ _ I 138k- - 16-40 6-4-0 1.0-0 4x4 = Scale 112-l' 3 3x4 -r 5X5 --- I 3x4 -- R LOADING (psf) SPACING- 2-0-0 CST. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1,25 TC 0.47 Vert(LL) 0,06 6-9 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0,45 Vert(CT) -0,10 6-12 >999 180 BCLL ITO Rep Stress Incr YES WB 0,11 Horz(CT) 0.01 4 n/a File BCDL 10J0 Code FBC2017fTP12014 Matrix -MS Weight: 48 Ith FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=56710-4-0,4=567/0-4-0 Max Herz 2-71 (LC 12) Max Uplift 2--185(LC 12), 4--185(LC 13) FORCES. (lb) - Max Comp./Max.Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3--718/263, 3-4=-7181263 BOT CHORD 2-6-123/577, 4-6=-123/577 WEBS 3-6=-1 11299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat. 11, Exp S, EnCT, GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Inteffor(l) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0 zone;C-C for members and forces & MWIFIRS for reactions shown; Lumber DOL=1,60 plate grip DOL-1 .60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2 and 185 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 5. Magid PE No,53681 MiTek USA, Inc. FL Cifit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 WARNING- Verflyd-Irroperarr.fars—ar READ NOTES ON THIS AND INCLUDED ANTEKIREFERENCE PAGE UH-7473ow. 1010312015 BEFORE USE, Design valid for use only with Wake connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Behae use, the building designer must verily the applicability of (lesion parameters and properly incorporate this design into the overall wt building design. Bracing indicated is to prevent buckling of individual truss web and/or Chord members only. Additional temporary and permanent bracing is always requiredfor stability and toprevent collapse with possible personal injury and property damage Forgeneral guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing ofIr"3501 and truss systems' see ANSIITPI1 Quality Criteria, 058-89 and SCSI Building Component 6904 Parke East Blvd SafetyInformation available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 b rntss truss Type Qty Ply Park SIT Hm/"Ribeca 1966 A 1986A 2087 C2 COMMON 3 i T14370943 Mid -Florida Lum_ber, Bartow._ Ft 8A30 s Mar 11 2018 MiTek Industries, Inc Fri Jun 22 06 44.20 2018 Page i I D:3zzrE5595gHBgKdROwR6OYzkwee-Y 1dswfyTi3vJkee9dbx_IEfiQBQRccPxhgi7 Wzz3p9f I1-0-0 {, ...-... ....... -... 6-A 0 ......... {.........--__.__ 12-8 0 .........-...... ..... i1-0-0 6-4-0 6-4-0 4x4 -- Scale = 1 23.3 3 3x4 bxb _.. LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 6-A-0 1 f SPACING- 2-0-0 CSI. DEFL. in loc) Ildefl Lld Plate Grip DOL 1.25 TC 0,48 Vert(LL) 0-07 5-8 999 240 Lumber DOL 1,25 BC 0,47 Vert(CT) 0.11 5-8 999 180 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a nta Code FBC2017/TP12014 Matrix -MS 3x4 PLATES GRIP MT20 244/190 Weight: 46 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1$ REACTIONS. (lb/size) 4=504/Mechanical, 2=56910-4-0 Max Horz 2=80(LC 12) Max Uplift 4=-154(LC 13), 2=-186(LC 12) FORCES. (Ib) - Max- Comp,/Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-725t266, 3-4=-7241282 BOT CHORD 2-5=-1591583, 4-5=-159t583 WEBS 3-5=-20(300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3-Opsf, h=25ft; Cat. ll; Exp B; Encl_, G0pi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Extenor(2) 6-4-0 to 9-4-0 zone,C-C for members and forces ? MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=i-60 3) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads_ 4) ' This truss has been designed for a live load of 20.apsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 4 and 186 lb uplift at joint 2 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 8, Magid PE No_53681 MiTek USA, Inc. FL Cert6034 6664 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 4 WARNING - Varlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PARE Mg•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, [[)a building designer must venty the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A iTe {Eisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the 1e t 7 tc fabrication, storage, delivery, erection and bracing of trusses and trusssystems, $00 ANSIITPIi Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 36610 tb Tntss Truss Type Qty Ply Park Sri Flrnfrribeca-1986-A T14370944 1986A 2087 C3 HIP 1 i 1-0-0 3x4 =_ FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:22 2018 Page 1 ID:3zzrE5595gHBgKd ROwR6OYzkwee-VQIcLLzjEh91 zxnYlOzSgfk4t_5j4WuEB88gasz3p9d 5-0-0 2-8-0 4x8 3 16 1.5x4 II 3x4 04 4 5-0-0 1 3x4- 1-0-0 Seale: 10"=1 ` LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,35 Vert(LL) 0,04 9-12 >999 240 MT20 244J190 TCDL 10,0 Lumber DOL 1.25 BC 0,48 Vert(CT) -0,07 9-12 999 180 BCLL 0.0 Rep Stress Incr NO WE 0,12 Horz(CT) 0,02 5 nla nla BCDL 10 0 Code FBC2017/TPI2014 Matrix -MS Weight: 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 0o purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=90110-4-0, 5=901(0-4-0 Max Horz 2=-58(LC 9) Max Uplift 2=-415(LC 8), 5=-415(LC 9) FORCES. (Ib) -Max, Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1488/706, 3-4=-1290t673, 4-5=-14891706 BOT CHORD 2-9=-59811276, 7.9=-60111289, 5-7=-56911277 WEBS 3-9=-451302, 4-7=-49l303 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, Cat. 11. Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 pat bottom chord live load nonconcufrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2 and 415 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 230 lb up at This Item has been 5-0-0, and 67 lb down and 100 lb up at 6-4-0, and 212 lb down and 230 lb up at 7-8-0 on top chord, and 124 lb down and 62 lb up electronically signed andat5-0-0, and 51 lb down and 22 lb up at 6-4-0, and 124 lb down and 62 lb up at 7-7-4 on bottom chord The design/selection of sealed by Magid, Michael, PEsuchconnectiondevice($) is the responsibility of others. Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), using a Printed copies of this LOAD CASE($) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and theUniformLoads (plf) signature must be VerifiedVert: 1.3=-60, 3-4=-60, 4-6=-60, 10-13--20 Concentrated Loads (lb) on any electronic Copies. Vert: 3=-165(6) 4=-165(8) 8=-44(6) 9=-113(B) 7=-113(6) 16=-67(B) Michael S. Magid PE No.63681 MiTek USA, Inc, FL Cart6634 6904 Parke EastBlvd, Tampa FL 33610 Date: June 22,2018 WARNING • Verify designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 re, 1010312015aEFOREUSE. Design valid for use only with MITeK& connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vertfy the applicability of designparameters and property areal porous this design into the overall building design. Bracing indicated is toprevent buckling of individual truss web andmi chord membars only. Additional temporary and permanent bracing ' ' " is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, slaraga, delivery, *,action and bracing of busses and truss systems, sae ANSIITPI1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plato Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Fl_ 36610 1986A_2087 lCil Lumber, Bartow, FIL Truss Type JACK Qty (Ply I Park Sit Hm/Tribeca-1986-A T14370945 18 1 1 8-130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44,22 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-VQlcl_t.zjEh91 zxnYlOzSgfkBM,_C24XIiE88Bgasz3p9d 1-0-0 1-0-0 2x4 Scale = 1 7.0 1-0-0 ......-1 LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in loc) Well L/d PLATES GRIP TOLL 20-0 Plate Grip DOL 1 25 TC 0.07 Vert(-L) -0.00 5 >999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1,25 BC 0.01 Vert(CT) -0,00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-4-0, 4=-O/Mechanical Max Horz 2=41(LC 12) Max Uplift 3=-7(LC 12), 2--58(LC 12) Max Grav 3=10(LC 19), 2-130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vesd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, Cat. 11, Exp B; End., GCpi=O 18, MWFRS (envelope) gable end zone and C-C Extenor(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7 Ib uplift at joint 3 and 58 lb uplift at joint 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 MiTsk USA, Inc. FL Cert 6634 6604Parke East Blvd. Tampa FL 33610 Date: June 22,2018 WARNING - Ver(fy design pareandifrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1114473 rev, 10/0312015 BEFORE USE. Design valid for use only with MiTekOconnectors. This design Is basedonly upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil' bwlding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing i" is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Trill Quality Criteria, DSB•99 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1ampa, FL 36610 Truss ITruss Type T14370946 1986A 2087 Mid -Florida lumber, CJ3 Bartow, FL. oty Ply Park Sq Hrn/Tribeca-1986-A 12 t 8,130 s Mar 11 2018 MiTek industries, Inc. Fri Jun 22 06:44:23 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-zcJ_Zti_L?_Hub5MkJkUtiMtHJIOXGpzwN NowD6lz3p9c 1-0 0 3-0-0 2x4 = Scale. VV30Q 3 4 4 LOADING ( psf) SPACING- 2-0-0 CST DEFL. in loc) Ildefl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1,25 TC 0,09 Vert(LL) -0,00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL OD Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER• BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. REACTIONS, ( Iblsize) 3=71/Mechanical, 2-188/0-4-0, 4=36/Mechanical Max Herz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-04(LC 12), 4=-4(LC 12) Max Grav 3=71(LC 1), 2-188(LC 1), 4=52(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf, BCDL=3.Opsf, h=25ft, Cat. It, Exp B; Encl., GCpi- 0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and farces 8r MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 64 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 8, Magid FE No.63681 MiTek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33614 Date: June 22,2018 AWARNING - Verfiry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. " Design valid for use only with WekO connectors. This design is based only upon parameters shown, and is for an individual building component, notNil atrusssystem. Before use, the building designer must verify theapplicability of design parameters and properly incorporate this design into the overall p s' buildingdesign. Bracing Indicated is to prevent buckling of individual truss weband/or chordmembers only. Additional temporary and permanent bracing is always requireo for stab99y, Nil andtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, 0518-39 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Ft- 36610 Truss 986A_2087 IC,15 Type Qhy Ply Park Sri FirrYTribeca-1986-A 6 1-14370947 8,130 a Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:24 2018 Page I ID:3zzrE5595qFiBqKdROwR6OYzkwee, RpsNi n I ?_IlPkDF xwsR?wv4qQkioqcYQAXbSgntflz3p9b 1-0-0 5-0-0 2x4 -- LOADING (par) SPACING- 2-0-0 CS1. TCILL 20,0 Plate Grip DOL 1,25 TC 0,32 TCDL 10.0 Lumber DOL 1,25 BC 0,26 6CLL Cro Rep Stress Incr YES WB 0.00 BCDL 10,0 Code FBC20171TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP Nol BOT CHORD 2x4 SP No 2 REACTIONS, (lb/size) 3=127/Mechanical,2=264/0-4-0,4-64/MechanicaI Max Herz 2= 1 30(-C 12) Max Uplift 3=-94([-C 12), 2m-80(LC 12), 4=-6(LC 12) Max Grav 3= 1 27(LC 1), 2=264(LC 1), 4-91 (LC 3) FORCES- (lb) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. Scale = 1 17 0 5-0-0 DEFL. in (loc) Vdefi Ltd PLATES GRIP Vert(-L) 0,04 4-7 >999 240 MT20 244/190 Vert(CT) 406 4-7 >988 180 Horz(CT) -0,00 3 n/a n1a Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. 60TCHORD Rigid ceiling directly applied or 10-0-0 oc bracing- NOTES- 1) Wind ASCE 7-10, Vult=140rnph (3-second gust) Vasd-108rnph; TCL)L=4.2psf, BCDLm3.Qpsf, h=25ft, Cat, 11, Exp 6; Encl., GCpv-0,18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DQL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20Apsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb Uplift at joint 3, 80 lb uplift at joint 2 and 6 lb uplift at joint 4 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 9, Magid PE No,63681 MiTilk USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Datit: June 22,2018 AWARNING- Verify design P-11.1—aud READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,01-7473n., 10103/2015 BEFORE USE, Design valid for use only with Mi fel<0 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overallbuildingdesign. Bracing indicated istoprevent buckling of individual trussweb andtor chord membersonly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trusssystems, see ANSI/TPII Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute, 218 N Lee Street, Sure 312, Alexandria, VA 22314 Tampa, Fl- 36610 1986A_2087 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 " BCDL 10.0 Tnlss Truss Type City Ply I Park Sq Hni/Trlbeca-1986 A T14370948 Di COMMON 4 i JJQq Rgfe_ .(4L1Liai1#0 now, FL. 8.130 s Mar 11 2018 Mack Industries, Inc. Fri Jun 22 06:44:25 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-v?QI_NOcWcXbgPW6Q9WSSIMc4GBIHSAgg6PKBBz3p9a 1-D_-12_ 4 11-A 9 11-4 i1-0-12 . 4-11-4 ........... ...... ___.____..._..._L..._. ._...____._ 5_0,0__ 4x4 = Scale k 1 30.9 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3 1.5x4 II 3x8 -- 1.5x4 II SPACING- 2-0-0 Plate Grip DOL 1,25 LumberDOL 1,25 Rep Stress Incr YES Code FBC2017ITP12014 REACTIONS. (lb/size) 7=463/0-7-4, 5=381/0-4-0 Max Horz 7--97(LC 10) Max Uplift 7=-145(LC 12), 5=-114(LC 13) CSI. DEFL. in loc) I/deft L/d PLATES GRIP TC 029 Vert(LL) -0.01 5-6 >999 240 MT20 244/190 BC 0.20 Vert(CT) -0,03 5-6 >999 180 WB 0-08 Horz(CT) -0,00 5 the n/a Matrix -MS Weight: 60 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max- Comp,/Max - Ten- - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-320/165, 3-4=-317/175, 2-7=-420/270, 4-5=-338/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf, h=15ft, Cat. II; Exp B. Encl- GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-12 to 1-11-4, Intenor(1) 1-11-4 to 4-11-4, Exterior(2) 4-11-4 to 7-11-4 zone, end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1_60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift atjoint 7 and 114 Ib uplift at joint 5. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.63661 MITek USA, Ina FL Cart 6634 6904 Parke East Blvd, TampaFL 33610 Date: June 22,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE af11,7473 rev. 10/03/2015 BEFORE USE. ' Design valid foruse only with tvfTafc connectors. This design isbased only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual Uuss web anchor chord members only. Additional temporary and permanent bracing M `tf is always iequired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the cc fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPIt quality Criteria, DSB-88 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra. VA 22314_ Tampa. FL 36610 HIM I 3X4 -- 5-00 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip COL 1,25 TC 0,29 TCDL 100 Lumber DOIL 125 BC 0,27 BCLL OD Rep Stress Incr YES WB 008 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=48410-4-0,4=43610-8-0 Max Horz 2=58(LC 12) Max Uplift 2-231 (- C 12), 4=-21 1 (LC 13) FORCES. (lb) - Max Comp,/Max, Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3-4951275, 3-4--480/281 BOTCHORD 2-6m- 120/3 79, 4-6--120/379 ID:3zzrE5595qHBqKdROwR6QYzkwee-NB_.7BjOCHvfSSZ5J_s2O_VvntcWvO,lTq3tii9tidz3p9z 5-0-0 1-00 Scale m 1 21.9 40 -- 10-0-0 3x4 -- DEFL. in (loc) 11defl L/d PLATES GRIP Vert(-L) 0,04 6-13 >999 240 MT20 244/190 Vert(CT) -005 6-13 >999 180 Horz(CT) 0.00 4 n/a n/a Weight 39 lb FT m 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vultm140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=3.Opsf, h=15ft, Cat, 11, Exp 6, Part. Encl., GCpi=0.55, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0 zone; cantilever left exposed C-C for members and forces & MWFRS for reactions shown, Lumber DOLml .60 plate grip DOL=1,60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 2 and 211 lb uplift at joint 4. 1-1 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies, Michael S. Magid BE No.53681 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd, Tampa FL 33610 Date: June 22,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NTFK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE. Design valid for use only with plffiekfl, wwrectws This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability ofdesign parameters and property incorporate this design into the overall building design Bracing Indicated is to prevent buckling of ndiv(dusl truss web andlor chord members only. Additional temporary and permanent biscimit WOWIselwaysrequired (or stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, reaction and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSS-89 and BGSI Building Component 6904 Parke East Blvd Safety information available from Truss Plate institute 218 N. Lee, street Suite 302, Ale,utorkin, VA 22314 Tampa. FL 36610 tb Truss Truss Type city Ply Park Sq HinTntieca-1986-A T1437095G 1986A 2087 D3 HIP 1 1 Mid -Florida Lumber, Bartow, FI_ 8,130 s Mar 11 2018 MiTek Industries, Inc Fri Jun 22 06 44:27 2018 Page 1 ID.3zzrE5595gHBgKdROwR6OYzkwee-rOYV031 s2DfiJ4igVYZZdX)Syk?pnln?zIQuRF3z3p9Y 7-0-0 10-0-0 11-0-0i" 1-0-0 3-0-0 ) -- 4=0p. _._.. - - f -3-0-0 -{ 1-0-0Scale = 122.2 3x4 --- 4x8 __ 16 4x4 I. DX9 II 3XN — THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENI ATION IS ESSENTIAL. 2x4 -- 4 0} - 3-0-G t 7-p-0 __---- ----------- I ..... ._10 0 0 --i Plate Offsets (X Y_ j3 0-5-Q,0 Qj. __ -.... LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.28 Vert(LL) 0,03 7-8 >999 240 MT20 244/190 TCDL 10,0 Lumber DOL 1,25 BC OA2 Veft(CT) -0,04 7-8 999 180 BCLL OD Rep Stress Incr NO WB 0,06 Horz(CT) 0,01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 44 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=566/0-4-0, 5=510/0-8-0 Max Horz 2=-39(LC 28) Max Uplift 2=-327(LC 8), 5=-297(LC 9) Max Grav 2=566(LC 1), 5-514(LC 20) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-670/408, 3-4=-673/441, 4-5=-772/457 BOT CHORD 2-8=-326/567, 7-8=-324/572, 5-7=-364/664 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 710; Vult=140mph (3-second gust) Vasd=108mph, 1'CDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat 11, Exp B. Part. Encl. GCpi= 0.55, MWFRS (envelope) gable end zone; cantilever left exposed , Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 2 and 297 lb uplift at joint 5. 7) Hangef(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 141 lb down and 170 lb up at This Item has been 3- 0-0, and 48 lb down and 63 lb up at 5-0-0, and 141 lb down and 170 lb up at 7-0-0 on top chord, and 78 lb down and 34 lb up at electronically signed and 3-0-0, and 25 lb down and 13 lb up at 5-0-0, and 78 lb dawn and 34 (b up at 6-11-4 on bottom chord. The design/selection of such Sealed by Magid, Michael, PE connectiondevice(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), Using a Digital Signature. Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the UniformLoads (pit) signature must be verified 1-3=-60, 3-4=-60, 4-6=-60, 9-13=-20 SI g Concentrated Loads (lb) on any electronic copies. Vert: 3--27(B) 4=-27(B) 8=-37(6) 7=-37(B) 16=-11(B) 17=-16(B) Michael $- Magid PE No.53481 MiTek USA, Inc. FL Cart66U 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design validfor use only with WiskV connectors. This design is based only uponparameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall s buildingdesign. Bracing indicated is to prevent buckling of individual truss webandlor chord members only, Additional temporary and permanent bracing IY)!t ek4 is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidanceregarding the tart l fabrication, storage, dellvary, erection and bracing of trussesand truss systems, see ANSIITPII Quality Criteria, DSB-Se and BCSI Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sure 312, Alexandra, VA 22314. Tampa, FL 36610 1986A2087 4X(3 1x3 1X3 4 1 32 31 7)(6 11 russ IFUSS Iype par' Sri Hm/Tribeca- 1986-A T14370951 I FLOOR 12Jury ____1_y_ I 'I 8 130 s Oct 7 2017 MiTek Industries, Inca Fn Jut) 22 10 23 49 2018 Page I ID:3zzrE5595qHBqKdROwRGOYzkwee,14b6cfsiCvtPv-frkUiDM9TseVCGBBCP34AQtrz3mq8 jl"-3-B _I Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection, Building designer to consider providing means to dampen possible floor vibration. 3x4 4X6 4,,6 = 1x1 -7 4XG113x43x333Ix3113x33x3 -' 3x6 FP 10 11 4x6 2 3 4 5 6 7 8 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 6X6 3x8 MT20HS FP 6.6 6X6 = 1x8 MT20fiS FP - BUILDING DESIGNER SHALL NOTE MAGNITUDE OF CALCULATED DEFLECTIONS 0-189cale 1t4"=I* 4X6 Ix3 16 36 35 19 18 17 6X6 7x6 11 LOADING (psh SPACING- 1-7-3 CST. DEFL. in loc) Ilclefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0,99 VerhLT) -0L84 24 >405 360 MT20 2441190 TCDL 10,0 Lumber DOL 1.00 PC 0L84 Vert(CT) -1,15 24 >294 240 MT20HS 187/143 BCLL 0,0 Rep Stress Incr YES WB 0,83 Horz(CT) 0,10 17 PIS file BCDL 5,0 Code FBC20171TP12014 Matrix-S Weight 186 lb FT = 20%F, I I %F LUMBER. BRACING - TOP CHORD 2x4SPNo.ID(flat) *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, 11-16:2x4 SP No-l(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing BOT CHORD 2x4 SP No.2(flat) *Except* 21-32,17-28i 2x4 SP No-1(flat) WEBS 2x4 SP No-3(flat) REACTIONS. (lb/size) 32=1239/0-8-0, 17=1239/0-8-0 FORCES. (lb) -Max, Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-1223/0,16-17=-122210,1-2=-1306/0,2-3=-352210,3-4=-5288/0,4-5=-528810, 5-6=-6526/0, 6-7=-7253/0, 7-8=-753410, 8-9=-7534/0, 9-10=-7268/0, 10-12=-6522/0, 12-13=-5285/0, 13-14=-528510, 14-15=-3520/0, 15-16-1306/0 BOT CHORD 30-31=012542, 29-30=0/4476, 27-29=016019, 26-27-0/7005, 25-26=0/7534, 24-25=017534. 23-24= 0/7497, 22-23=017009, 20-22=0/6016, 19-20=0/4474, 18-19=0/2541 WEBS 16- 18=011733,1-31=0/1734, 15-18=-167510,2-31=-1676/0,15-19=011329,2-30-0/1329, 14-19=- 1294/0,3-30=-1295/0, 14-20-011076,3-29=0/1077,12-20m-971/0,5-29=-971/0, 12-22= 0/687, 5-27=0/688, 10-22=-660/0, 6-27-649/0, 10-23=0/420, 6-26=0/503, 9-23=- 476/31, 7-26=-724/175, 9-24=-3391479, 7-25=-2441335 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (OA31" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been 5) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection. Building designer to consider electronically signed and providing means to dampen possible floor vibration. sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No,63681 MiTills USA, Inc, FL Cart 6034 6904 Perko East Blvd. Tampa FL 33610 Date: June 22, 2018 A WARNING - Vanity design parameter. and READ NOTES ON THIS AND INCLUDED AftTEK REFERENCE PAGE MII rev, 10103/2015 BEFORE USE, Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer trust verify file applicability of design parameters and property incorporate this design into the. overall I ildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Addiflonallemporary and permanent buicim; is atwaysrequired for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, election and bracing of trusses and tnrsssystems. see ANSIfTlerl Quality Criteria, DSH49 and SCSI Building Component 6904 Parks Fast Blvd safety Information available from Truss Plato Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Ta.pa,Fl, 36610 0-1-8 4x4 ix3 10 == 1 2 34 _ 33 32 31 1.5x4 11 4x4 = Truss Truss Type Park Sq mflnbeca 1986-A T14370952 F1A FLOOR TRUSS 5 1 Ofy --- - - ----Ply -------.. 4p.RgfHergmc to titignat)__. _ now, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:30 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee- GzEel44kL89uxAP4Di6K9L31_TDlsyyzP_075sOz3p9V 1-7- 12 [ - F 07-1 08 s Se: , /4V•=, 1.3 II 3 4 5 30 29 28 27 34 MT20HS FP -_ 3x6 MI --- 1. 5x4 II 1_5x4 II 5x6 --- 4x6 6 7 8 9 10 26 25 24 23 416 4x4 -- 3x6 MT20HS ==_ ix3 II 3x6 MT20HS FP =- 11 12 13 14 15 22 21 20 3x6 M120HS = 3x4 ix3 ix3 16 17 35 19 18 3x4- 1.3 II i6-3-4 i6 1-12 11 7 g --- ----._ ..... ------------- 1 _.1cz 4 _ f 19: Z9 t_lg 43. f1 11 .. g... 11-T8 i- 10-12 1-3-0 1-3.0 0- -8 11-7-B 0-117a7-12 Plate Qf_fsetsX Y _ j1Edge0 1, [170 1 8,dggt j25 0 1-8,Edg-_-_ LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0,83 Vert(LL) -0,30 26-27 >632 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.42 26-27 >459 240 MT20HS 187/143 BOLL 0-0 Rep Stress Incr YES WB 0,81 Horz(CT) 0-04 18 n/a n/a BCDL 50 Code FBC2017fTP12014 Matrix-S Weight: 150 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) "Except" TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 1-12: 2x4 SP DSS(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) "Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 18-28: 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 32=783/0-8-0, 18=547/0-8-0, 24=1768/0-8-0 Max Grav 32= 819(LC 3). 18-590(LC 4), 24=1768(LC 1) FORCES. (Ib) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1- 32=-812/0, 17.18=-585/0, 1-2=-772/0, 2-3=-1900/0, 3-4=-2461/0, 4-5=-2461/0, 5-6=-2439/ 0, 6-7=-1390/88, 7-8--1390/88, 8-9--1390/88, 9-10=011263, 10-11=0/764, 11-13=-704/ 211, 13-14=-1266/0, 14-15=-1266/0, 15-16=-1180/0, 16-17=-525/0 BOT CHORD 30- 31=0/1489, 29-30=0/2277, 27-29-0/2543, 26-27=012188, 25-26=-8811390, 24-25=-503/202, 23- 24=-1263/0, 22-23--391/291, 21-22=-54/1092, 20-21 =0/1 328, 19-20=0/1005 WEBS 10-24=-1041/0, 1-31=0/1049, 2-31=-997/0, 2-30=0/572, 330=-524/0, 3-29-0/251, 6-27=0/421, 6- 26=-1195/0, 17-19=0/714, 16-19=-667/0, 13-21=0/300, 13-22=-605/0, 11-22=0/637, 11- 23=-959/0, 7-26=0/494, 10-23=01928, 9-24=-1371/0, 9-25=011706, 8-25=-802/0 NOTES. 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. This item has been 3) All plates are 3x3 MT20 unless otherwise indicated, electronically Signed and 4) Recommend 2x6 strongbacks, onedge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0 131 X 3") nails. sealed by Magid, Michael, PE Strongbacks to be attached towallsattheirouterendsorrestrainedbyothermeans. using a Digital Signature. 5) CAUTION, Do not erecttrussbackwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 9, Magid PE No. 53661 MiTak USA, Inc, FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: June 22.2018 AWARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1010,472 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mil eksla connectors- This design isbased only upon parameters shown, and Is for an IndNldual building component, not a truss system. Before use, the building designer must verity, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M1 }1G i, (" is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the M [ a n. fabrication, storage, delivery, erection and bracing at trusses and laces systems, sea ANSIITPII Quality Criteria, 038,89 and SCSIBuilding Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. t.ea Street, Suite 312, Alexandna, VA 22314. Tampa, FL 36610 tb Truss Truss type Qty Ply Park Sq Hmffnbeca-1986 A T14370953 1986A_2087 FIB GABLE 1 I Jgb IZejgrrpge (4PSiQnt2g_. id Florida Lorimar, Bartow, FL- 8A30 s Mar 11 2018 MiTek Industries, inc, Fri Jun 22 06:44 31 2018 Page 1 In 3zzrE5595gHBgKdROwR6OYzkwee-k9o0EQ4N6SIIYK_GnPdZhZchvdHBhbQZC2seOrz3p9U wale 1 45.8 3x6 FP -= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 4 R.—_ 1r. SIG-:—.. ._;r 11 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x6 FP --- 12-11-4 14-3-4 15-7-4 b i 4 T1-4 1 6g 3 4 ( 7-7_-4_ 16, iJ 9 11a ._F? 1 7 T12-14-01-.7-1414 -9—F16.114_( b 11A 1 4 0 1-4-0 1-4-0 1-4 6 1-4-0 1 4-0 1-4-0 1-4-0 1-3-4 ` it-6 0 -12 1 4-0 LQ -4 ) 1-9,Z-4 12Q-114. # 22--9_ I P-74 t2211,4 +_ik-14 t 27-7:4_ 1-4-0 1-4-0 1-4-0 1 4-0 A 0 1-4 0 1-40 1-4-0 11-4 LOADING ( ps[) SPACING- 2-0-0 CSI. DEFL. in Qoc) Ilde(I Lld PLATES GRIP TOLL 40.0 Plate Grip DOL 1,00 TC 0.08 Vert(LL) PIS nta 999 MT20 244f190 TCDL 10.0 Lumber DOL 1.00 BC 0-01 Vert(CT) nta Fife 999 BCLL 00 Rep Stress Incr YES WB 0,03 Horz(CT) 000 25 nta Fite BCDL 5.0 Code FBC2017fTP12014 Matrix-R Weight 123 lb FT = 20l F, 11 % E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - OTHERS 20 SP No.3(flat) REACTIONS. All bearings 28-6-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 48, 25, 36, 37, 38, 39, 40, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32. 31, 30, 29, 28, 27. 26 FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated - 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e, diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 stiongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to wails at their outer ends or restrained by other means. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE NiT53681 MiTek USA, Ina. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 WARNING - pantry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RACE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekdt connectors. This design is based only upon parameters shown, and is for an individual building component. not 19' atrusssystem. Before use, the building designer must venry the applicability of designparameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling ofindividual truss web andtor chord members only. Additional temporary and permanent bracingis alwaysrequiredfarstabilityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage- For general guidance regarding the tabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSO-89 and BC31 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Safte 312, Alexandria, VA 22314- 1ampa, FL 36610 1986A_2087 0-1-8 Truss Truss Type Qty Ply Park Sq Flm Tribeca-1986 A T14370954 F2 FLOOR TRUSS i 1 Jab Rejeregggjgptt4rfa!)... ---- ------- ------ ------- --- -------- ____... rtow, FL 8,130 s Mar 11 2018 MiTek Industries, Inc Fri Jun 22 06:44:33 2018 Page 1 1 D:3zzrE5595gHBgKd ROwR6OYzkwee-gXvinf66de3YTod7fugg 1m_hy6Qgg9QOsgI_HT)z3p9S 7.12 1 ofl_i o )a Scam: 1 /4"= V ix3 11 3 4 5 30 3829 28 27 34 _ 3x6 FP = 1 x3 11 1 x3 11 3x6 =_- 6 7 8 9 10 26 25 24 23 3,6 =- 3x6 FP== 1x3 11 it 12 13 14 15 22 39 2140 3x6_ ix3 =- ix3 16 17 36 35 I 20 41 19 18 x3 I k 12-6-14 14-1-12 9-0-4 1119-0 13-6-4 16-10-12 21-11-0 1 6 0 4 0 0 68-0 _ 7.10-8 6_ _ 11 7$ i i 7412_i{_-4 1a} 15 6 4 l..__t {......._. {.. _..{_ _..... 6-3- 16 141-0 t9-4 12 ._..._{... V9 20 9 4 21 4- 24-6-8 2.7 f_._...... 27-0-8 {. ......1 2 6 4 2-6-0... 6 0 1-4.8.0-6 to 2.T.q 0-(1)4 0-4 14YQ-7.8i-4 8 0 O U.4.........2-5-12 1-4-8 0,6 1 8 6_p.____.. 2-6-0 1-6-0 0-6-14 0-1-4 0-1-8 0-7-8 0,6-14 o-? LOADING (psi) SPACING- 1-7-3 CSL DEFL, in (loc) I/deft L!d TCLL 40.0 Plate Grip DOL 1.00 TC 042 Vert(LL) 0,02 29-30 999 360 TCDL 10.0 Lumber DOL 1,00 BC 0.57 Vert(CT) 0 03 29-30 1999 240 SCLL 0.0 Rep Stress Incr NO WB 032 Horz(CT) 0,01 18 n/a n/a 13CDL 5.0 Code FBC2017(TPI2014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 150 lb FT = 20%F, i 1 %E TOP CHORD 2x4 SP NG.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 12-10-0 except Qt=length) 32=0-7-4, 18=0-7.4- lb) - Max Uplift All uplift 100 lb or less at joints) 26,23 Max Grav All reactions 250 lb or less at joints) 23, 24, 25 except 32-541(LC 3), 18=481(LC 4), 27=1029(LC 3), 21=1069(LC 1), 22=463(LC 3) FORCES. (lb) -Max. Comp./Max- Ten. -All forces 250 (lb) or less except when shown. TOR CHORD 1-32=-521/0, 17-18=-459/0, 1-2=-478/0, 2-3=-876/0, 3-4=-456/0, 4-5=-456/0, 5-6=0/702, 13-14=01381, 14-15=0/381, 15-16=-520/0, 16-17=-410/0 BOT CHORD 30- 31=0/799, 29-30=0/757, 26-27=-315/0, 19-20=0/587 WEBS 1-31= 0/650, 2-31=-446/0, 3-29=-409/0, 5-29=01675, 5-27=-920/0, 17-19=0/558, 6-27=-538/ 0, 15-20=0/491, 15-21=433/0, 6-26=0/302, 13-21=-316/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 111 uplift at joint(s) 26, 23, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down at 2-1-0, 121 lb down at 4- i-0, 121 lb down at 6-1-8, 196 lb down at 19-3-0, 196 lb down at 20-5-8, 196 lb down at 22-5-8, and 196 lb down at 24-5-8, and 196 lb down at 26-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6), LOAD CASE(S) Standard 1) Dead +- Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 18-32=- 8, 1-17=-80 Concentrated Loads (lb) Vert:32=-34 18=-51 30=-121(F) 20=-196(F)22=-196(F)37=-121(F)38=-121(F)39=-196(F)40=-196(F)41--196(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 10103V2015 BEFORE USE. Design valid for use only with MiTeklit, contractors. This design is based only upon parameters shown, and is for an individual building component,. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this dowgn into the overall building dosign. ecacing indicated is to prevent buckling of individual truss web andior chord rnernbers only. Additional lentpaeary anU pamtaoant braoing is always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage- For general guidance regarding the fabrication- storage, delivery, erection and bracing of trusses and truss systems, see ANSfITP11 Quality Criteria, OS13-89and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Magid, Michael, PE using a (Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53661 MiTek USA, Inc, FL Cart 6634 6904 ParkeEast Blvd. Tampa FL 66610 Data: June 22, 2018 MiTek' 69N Parke East Blvd. Tampa, FL 36610 Truss Truss type Qty Ply-1986-A 986A2087 F3 ROOF TRUSS 3 1-14370955 Park Sit Hie/ Fribeca Aid -Lumber.-- -- -Baflow,-r-L'. BA30 s Mar If 2018 MiTek Industries, Inc,, FdJun 2206:44:332018 Pagel ID: 3zzrF5595qtfBqKdROwR6OYzkwee-gXvmf66de3YIod7fuqgltyi-hISQy29VI-sgl-LlTiz3p9S I 3x3 2 W I 3 1 x3 11 43x3 -- Scale m 1 9 4 8 10 ( 1 1 3x3 7 3 3X3 -- LOADING ( psO SPACING- 1-4-0 CSL DEFL. in loc) I/deft L/d TCLL 40,0 Plate Grip DOL 1.00 TC 008 Vert(LT) 000 7 999 360 TCDL 10,0 Lurnber DOL 1,00 BC 005 Vert(CT) 0,00 7 999 240 BCTT 0.0 Rep Stress Incir YES W13 006 Horz(CT) 000 5 n/a n/a BCDL 5,0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING- 5 IX3 11 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20%F, I I %E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc puffins, BOT CHORD 2x4 SP No-2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing - REACTIONS. ( lb/size) 8-127/Mechanical, 5=127/Mechanical FORCES, ( lb) - Max Comp /Max Ten - All forces 250 (11b) or less except when shown. NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature, Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies, Michael S. Magid PE No,53681 MiTsk USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data June 22,2018 A WARNING. Verify design parameters and READ NOTES ON THIS AND MCLUDEDIVITEK REFERENCE PAGE 014473rov, 1010312015 BEFORE USE. Design valid for use only with MiTeR10 cormisOms This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall T buildingdesignBracingindicatedrstopreventbucklingofmilmdualtrusswirdeandiordiomembersonlyA(tditionaltempo,arya,)dpemane,itbacingis always (squired for stability andtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtheek' fabrication, storage, delivery, erection and bracing of trusses and V.Ss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSIBuilding Component 6904Parke East 810 Safety information available from Truss Plate Institute, 218 N. 100 Street, Suite 312, Alexandria, VA 22314 temps, FL. 36610 tb TniSs 1986A 2087 F3A Mld-FlolddaLumber, Ba11 rtow11 , FL, Truss Type Qry Ply Lb_Ke_fqr_egqeLpjq arkSri HmfTdbeca-1986-A 114370956 ROOF TRUSS 1 t lj— - -- - -- - 1 S 1I .... { { Q-9 70 - - 8 130 s Mar 11 2018 MITek Industries, Inc Fri Jun 22 06:44:34 2018 Page 1 ID:3zzrE5595i1HBgKdROwR6OYzkwee 8k19tS7FPNgKQnirSYBGJBECKglwuyO?v?51?9z3p9R I I _ 9_Z o - -- -i 1 3x3 "- 2 1x3 II 3 1x3 11 43x3 _— Scale = 1: 9.4 a 1x3 II 30 --: 3x3 = 1x3 11 1 LOADING ( psf) SPACING- 1-4-0 CSI. TCLL 40. 0 Plate Grip DOL 1_00 TC 0,07 TCDL 10. 0 Lumber DOL 1,00 BC 0,01 BCLL 0. 0 Rep Stress Incr YES WB 0.02 BCDL 5. 0 Code FBC2017fTP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) DEFL. in ( loc) Ildefl L/d PLATES GRIP Vert(LL) 0,00 6 .... 360 MT20 244/190 Verl(CT) - 0.00 8 >999 240 Horz(CT) - 0 00 5 n/a nta Weight: 22 lb FT = 20%F, 11%E BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 or; bracing. REACTIONS. All bearings Mechanical. lb) - Max Grav All reactions 250 Ib or less at joint(s) 8, 5, 5, 7, 6 FORCES. (lb) - Max Comp./Max, Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No.53681 MiTak USA, Inc, FL Cart 66M 6604 Parke East Blvd. Tampa FL 33610 Data: June 22, 2018 U WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITENREFERENCE PAGE 11,1II-7473rev. 1010312015 BEFORE USE. Design valid for use only with NO Okw connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent bucklingof individual truss web antltor chord members only Additional temporary and permanent bracing R i a ` is aWays required for stability and to prevent collapse with possible personal injury and property damage. For general guidanceregarding the twt e tabrieatlon, stolage, delivery, erad[on and bracing of trussesandtruss systems, see ANSUTP11 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. I_oe Street, Suite 312, Alexandra, VA 22314_ Tampa. FL 3e610 3 Tn1ss 11uss Type Ply Park So Hin(i ribeca- 1986-A T14370957 986A 2087 F5 ROOF TRUSS 5 I ] Qly Jqp Be Aid -Florida -a lumber. Bartow, FL 8.130 sMar 11 2018 MiTek Industries, Inc, Fri Jun 22 06 44:35 2016 Page I ID,3zzrE5595qHBqKdROwR6OYzkwee-cwlX4o7tAgoBIxIl10FiVsPtiMKEdzdOL87fqsXcz3p9Q 1-3-0 O-jg--,p I 1 3x3 -7 2 1x3 11 3 1x3 11 43x3 Scale = 1 9 4 8 1x3 11 1X3 Ii 2-5-8 LOADING (psf) SPACING. 2-0-0 cSI. DEFL. in loc) Well L/d TCLL 40,0 Plate Grip DOL 1.00 TC 0,12 Vefl(LL) 0,00 7 999 360 TCDL 10.0 Lumber DOL 1 00 BC 0.08 Vert(CT) 0,00 7 999 240 BCLL 0,0 Rep Stress Incr YES WEI 0,10 Horz(CT) 0,00 5 Na n1a BCDL 5,0 Code FBC2017fTP12014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20%F, 11 1%E 111111111I'll -1 ---------- TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc puffins, BOT CHORD 2x4 SP No,2(fat) except end verticals. WEBS 2x4 SP No3(rlat) BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (lbisize) 8=20410-4-0, 5=204/Mechanical FORCES. (lb) - Max Comp /Max, Ten, - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced floor live loads have been considered for this design 2) Refer to girder(s) for truss to truss connections, 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3- 1Od (0, 131 " X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael 8 Magid PE No,53681 MiTek USA, Inc, FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEKRIFFERENCE PAGE MIIJ473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTialke connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling or individual truss web and/of chord members only, Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314 Tampa. FL 36610 b Truss Truss Type 1986A2087 1`5A ROOF TRUSS I 3x3 =_ 8 1x3 (I CITY IPly I Park Sq Hm[Tribects 1986 A 114370958 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06,44,35 2018 Page I 10.3zzrE5595qHBqKdROwR6OYzkwee-cwlX4o7tAgoblxlllOFiVsPnMaEe5dP$87fqsXGz3p90 2 1.3 11 3 1x3 11 43x3 — Scale = 1.94 7 6 5 3x3 = 3X3 z- 110_9 4-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d TCLL 400 Plate Grip DOL 1,00 TC 010 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1,00 BC 001 Vert(CT) n/a n/a 999 BCLL 0,0 Rep Stress Incr YES WB 0,03 Horz(CT) 0,00 5 n/a n/a BCDL 50 Code FBC2017/TP12014 Matrix'P ix3 II PLATES GRIP MT20 2441190 Weight: 23 lb FT = 20%F, 11 %E LUMBER- BRACING. TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 3-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown NOTES- 1) Gable requires continuous bottom chord bearing. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S, Magid PE No,63681 MiTilk USA, Inc. FL Cert 8034 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 j& WARNING - Vontly design parameters and READ NOTES ON Tli AND INCLUDED "TEK REFERENCE PAGE 114114473ree. 1010312015 BEFORE USE, valid to, use only with Nil oke Contractors This design is based only upon parameters shown, and is for air individual tanking Component, notabusssystentBeforeuse, the building designer most veritythe applicability ofdesign parameters and properly incorporate this design infothe overall OFDesign building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always (squired for stability and to prevent collapse with possible personal injury and pop.,Iy damage Fargeneral guidance regarding tire MiTek' fabricallow storage, delivery, areUlon and bracing of trusses and muss systems, so. ANSUTPII Quality Criteria, DSBeS and BGSi Building Component 6904 Park. East BlvdSafetyInformationavailablefromTrussPlateInstitute, 218 N. roo street, Suite 312, Alexandria, VA 22314 Tamp. Fl, 36610 1986A_2087 1 3x6- Truss Type Oty Ply Park Siff HmlT nbeca-1986 A T143709>9 ROOFIRUSS i t 8.130 s Mar 11 2018 MiTek Industries, Inc Fri Jun 22 06,44 36 2018 Page i ID- 3zzi,E5595gtiBgKdROwR6OYzkwee-46bvH88Vx_wlf5sEZyDkOcJSYe_ZMsCIMJaP42z3p9P 3x3 = 2 1x3 II 3x3 '-'" 3 4 1 10 9 8 7 6 3x3 II 30 --- 1x3 11 3x3 -- 3x3 = 3x3 II Scale = 1:16.5 I LOADING (psf) SPACING- 2-0-0 CST- DEFL. in loc) Well Lld PLATES GRIP TCLL 400 Plate Grip DOL L00 TC 0,41 Vert(LL) file nfa 999 MT20 2441190 TCDL Too Lumber DOL 1.00 BC 0 06 Vert(CT) We nfa 999 BCLL 0.0 Rep Stress Incr YES WB 0,06 Horz(CT) 0,00 6 nfa nfa BCOL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 49 lb FT = 20`YoF, 11 lE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-0-0 lb) - Max Grav All reactions 250 lb or less at joint(s) 11, 6, 7, 10, 8 except 9-281(LC 1) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-265l0 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means Thisitem has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S- Magid PE ND.53681 MiTek USA, Inc, FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 DOW June 22,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND tNCLUOFO MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTOM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing I E3k t is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the fabrication, storage, delivery, erection and bracing of (fusses andtruss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inshirr , 218 N. lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ab Truss rl us: 1986A 2087 FT2 ROO Mid -Florida Lumber, Bartow, FL 2 6-11 126-11 6= 1.5x4x6 I I 2 Type Oty ply Park Sit Hmff ribeca-1986 A T14370960 TRUSS i 8.130 sMar 11 2018 MiTek Industries, Inc Fri Jun 22 06:44:38 2018 Page 1 ID:3zzrE5595gNBgKdROwR6OYzkwee- tVjflpAmSbAIuPOchNFCT tPpBR WkgbSbpd3W8xz3p9N 4-11-10 _{. ......... .-749--------. _. f _--------------y-114 .-...... .---1 2-4-15 2-4-15 2-6-11 Scale = 1 18.4 4x8 =- 3 15.4 II 4 10 6 3x4 II 3x4 II 4-11- LOADING (PST) SPACING. 1-%0 CSI. DEFL. in (loc) I/deFl Ltd PLATES GRIP TCLL 40-0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0-06 8 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,00 BC 0.65 Vert(CT) -0,09 8 -999 240 SCLL 0.0 Rep Stress Incr NO WS 0,72 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight I I I lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1690/0-4-0, 6-173310-7-4 Max Uplift 10=-459(LC 4), 6=-459(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1499/410, 1-2=-3002/801, 2-3=-3002/801, 3-4=-3052/801, 4-5=-3052/801, 5-6=-1518/410 BOT CHORD 9-10=-71/258, 8-9=-1128/4278, 7-8=-1128/4278, 6-7=-711264 WEBS 1- 9=-78612954, 2-9=-781/234, 3-9=-1450/352, 3-8=-221356, 3-7--1319/352, 4-7=-778/234, 5-7=-786/3010 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 raw at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f , Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip 60L=1.60 4) Provide adequate drainage to prevent water ponding- 5) n/a 6) This truss has been designed for a 10,0 pal bottom chord live load nonconcurrent with any other live loads - 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically signed and 8) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 459 lb uplift at joint 10 and 459 lb uplift Sewed by Magid, Michael, PE at joint 6. 9) GirdercarriesUe-in span(s): 7-0-0 from 0-0-0 to 9-11-4 using a Digital Signature. 1O) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down at 3-9-12, 123 Ib Printed collies of this down at 5-10-4, 123 Ib down at 7-10-4, 35 lb down at 9-9-8, 123 lb down at 3-9-12, and 123 lb down at 5-9-12, and 123 lb dawn document are not considered at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signed and Sealed and the LOAD CASE($) Standard signature must be verified Continued on page 2 On any electronic copies. Michael S. Magid PE No. 53651 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 WARNING - Verify design parainafers and READ NOTES ON THIS AND INCt.UDEO MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only wah MITek4P connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buildingdesigner mustverify the applicability of design parameters and properly incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web andtor chord members only Additional temporary antl permanent bracing 1 iT'$rt is always requiredfor stability and to prevent collapse wah possible personal injury and properly damage. For general guidance regarding the ! tr' 1 fabrication, storage, dolivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality criteria, DSB-89 and BCSI Building Component 6904 ParkeEast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, Ft 36610 Trussus$ I I russ Type IQ(Y I Ply I Park Sit Hou'Tribeca IN&A T14370960 1986A _ , , _ (F12 JR001' TRUSS Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1,00, Plate Increase= 1,00 Uniform Loads (plf) Vert 1-5-330, 6-10=-5 Concentrated Loads (lb) Vert: 6=-9(F) I Im-62(F=-31, B=-31) 12=-62(F=-31, 6=-31) 13m-62(Fm-31, B=-31) 8,130sMar 11 2018Mil-ekIndustries, Inc. Fri At"2206A4382018 Page, 2 ID:3zzrE5595qliBqKdROwR6OYzkwee-lVjftpAmSbAlt.iPOctiNFGTIPpORWkqbSt)pd3W8xz3pgN A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDEOMITEX REFERENCE PAGE MII-7473,.v. 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors This (resign is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verifythe applicability ofdesign parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing k' is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of hosses and truss systems, see ANSILITP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate ftfsotufe. 216 N. Lee Street, Suite 112, Alexandria, VA 22314 Tampa, FL 36610 ib I Tr.Iss Truss Type oty Ply Park Sri Iiillfrnbeca-1986 A T14370961 1986A_2087 J3 JACK 3 1 Mid -Florida Lumber, Bartow, FL- 8.130 s Mar 11 2018 Miiek Industries, Ina Fri Jun 22 06:4438 2018 Rage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-1VjflpArnSbAfuPOc,hNFCT i PtzRfngmebpd3 W8xz3p9N 1-0-0 3-0-0 Scale: V=1' 2x4 -- LOADING (par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 009 TCDL 10.0 Lumber DOL 1 25 BC am SCLL 0.0 Rep Stress Incr YES WB a00 BCDL 10.0 Code FBC2017ITPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-8-0, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-64(LC 12), 4=-4(LC 12) Max Grav 3=71(LC 1), 2=188(LC i), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) Well Ltd PLATES GRIP Vert(LL) -0,00 4-7 >999 240 MT20 244/190 Vert(CT) -0-01 4-7 >999 180 Horz(CT) -0,00 3 n/a We Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf. BCDL=3.Opsf, h=25ft. Cat. 11, Exp S. Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interfor(1) 2-0-0 to 2-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 3, 64 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE Nu.536811 MiTak USA, Inc, FL Cart 66U 6904 Parke East Blvd. Tampa FL 83510 Data! June 22,2018 WARNING - Verify dos/gn paramafois and READ NOTES ON THIS ANDINCLUDED WTEK REFERENCE PAGE MII-7473rev. 1"312015 BEFORE USE. Design valid for use only with MfTek1l) connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use, the build designer must verify theopptirabiltty of design parameters and properly incorporate this design into theoverall building design_ Bracing indicated is to preventbuckling of individual truss web and/or chord members only Additional temporary and permanent bracing 11- isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage_ For generalguidance regarding the fabrication, storage, delivery, oreciton and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-d9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suile 312, Alexandria, VA 22314. 1ampa, FL 36610 oty Ply I Park Sq lim/rribeca,1986-A 114370962 1986A_2087 1,15 Lumber, Barlow, Ft,. 8-130 s Mar 11 2018 MiTek Industries, Inc- Fri dun 22 0644:39 2018 Page ID3zzrE5595gHBgKdROwR6OYzkwee-Vt1G2w9AODvlcWYbpF5nROFx-_6ry6ZDuk2Ho3hNz3p9M 100 5-0-0 2x4 __ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in doc) Ildefl Lld TCLL 20.0 Plate Grip DOL 1-25 TC 0.32 Vert(LL) 0.04 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 026 Vert(CT) 0,06 4-7 988 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 000 3 nla nla BCDL 10,0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=127(Mechanical, 2=26410-4-0, 4=64lMechanical Max Horz 2=130(LC 12) Max Uplift 3=-94(LC 12), 2=-80(LC 12), 4=-6(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4-91(LC 3) FORCES. ( lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. Scale = 1.1-7.0 PLATES GRIP MT20 244/190 Weight 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 of; purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf. h=25ft, Cat. h; Exp B; Encl., GCpi= 0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-0 to 2.0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 80 lb uplift at joint 2 and 6 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S- Magid PE Nit 83881 MiTsk USA, Inc, FL Cart 8834 6904 Parks East Blvd, Tampa FL 33610 Data June 22,2018 WARNING • Verify design parameters and REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek4a connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss systom. Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek° isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage- For general guidance regarding the fabrication, storage, delivery, erection and bracing of tmsses and truss systems, see ANSIITFII Quality Criteria, 056,89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Flats Institute, 218 N. Lee Street, Suite 312, Alexandra, VA V314. Tampa, FI- 36610 Type IQIy IPIy I Park Sri HmRribeca-1986-A T14370963 P1986A_2087 1J7 IJAGK 114 8,130 s Mar 11 2018 MiIek Industries, Inc. Fri Jun 22 06:44:40 2018 Pagel ID:3zzrE5595gHBgKdROwR6OYzkwee-zugQ7VB0_DQT8iA?ooIgZSU4uFDylg8ufixYdDpz3p9L 1-0-0 7-0-0 3x4 =_ 7-0-0 TO-0 Scale = 1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 070 Vert(LL) 0.14 4-7 >580 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.54 Vert(CT) -0,24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weioht 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-4-0, 4=90/Mechanical Max Horz 2=175(LC 12) Max Uplift 3=-135(LC 12), 2=-99(LC 12), 4=-8(LC 12) Max Grav 3=183(LC 1). 2=342(LC 1), 4=129(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25111t; Cat. 11: Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3, 99 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael & Magid PE No.63681 MiTsk USA, )no, FL Cart $634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 a WARNING - Varrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. WitDesignvalidforuseonlywithMiTekOconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to preventbuckling of individual trussweb and/orchord members only. Additional temporary and permanent bracing "` " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314, Tempe, FL 36610 I Truss 986A 2087 KJ3 Mid -Florida Lumber, Type Qty IPly I Park Sq Hmlrribeca-1986-A T14370964 8,130 s Mar 11 2018 MiFek Industries, Inc. Fri Jun 22 06:44:41 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-R40GLrCel WYKlskBM Wpv5g 1 MBffm 1701 Wbl-IAIFz3p9K 1-5-0 4-2-15 2x4 Scale: 1"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0,02 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1,25 BC 0.18 Vert(CT) -0.03 4-7 >999 180 SCLL OD Rep Stress Incr NO WB 0,00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight. 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 101 /Mechanical, 2=262/0-11-5, 4=49/Mechanical Max Horz 2=116(LC 4) Max Uplift 3-90(LC 8), 2=-162(LC 4), 4=-9(LC 8) Max Gray 3=101(LC 35), 2=262(LC 1). 4=75(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=151't; Cat. 11, Exp B; Part, Encl., GCpi=0.55, MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3, 162 Ib uplift at joint 2 and 9 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 31 lb up at 1-6-12, and 89 lb down and 31 lb up at 1-6-12 on top chord, and 10 lb down and 5 lb up at 1-6-12, and 10 lb down and 5 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8), LOADCASE(S) Standard This item has been 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 electronically signed and Uniform Loads (plf) sealed by Magid, Michael, PEVert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) using a Digital Signature. Vert: 9=7(F=4, 6=4) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No,53661 MiTak USA, Inc. FL Csrt 6634 6664 Parks East Blvd. Tampa FL 33610 Data: June 22,2018 WARNING - Verirydesign Parametersand READNOTES ON THIS AND fNCLUDED MITEK REFERENCEPAGE M167473 rev. 1010312015BEFORE USE. Designvalid for use onlywith MiTekO contractors. This design isbased only upon parameters shown, and is for an individual building component, notatrusssystem. Before use, the building designer must verify the applicability of design parameters and properlyincorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporary and permanent bracing MiTek" is always required for stability arid to prevent collapse with possible personal injury and properly damage Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 QualityCriteria, DSB-89and SCSI Building Component 6904 Parke East Blvd. Safety Information available from TrussPlate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss P1986A 2087 KJ5 Mid-Flodda Lumber, Bartow, FL. um Type Ply I Park Sq i In1(rrtbec:a-1986-A T14370965 8,130 s Mar 11 2018 MiTek Industries, In(;. Fri Jun 22 06 44,42 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-vGyAYBDGWggBNOJOwDK8etZOt2uVnlZdAkF 1jHiz3p9J 7-0 14 7-0-14 3x4 T- 7-0-14 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1 25 TC 0.80 Vert(LL) 0,15 4-7 545 240 TCDL 100 Lumber DOL 1 25 BC 0,60 Vert(CT) -0.25 4-7 336 180 BCLL 0.0 Rep Stress Incr NO WB 000 Horz(CT) 0.00 2 n/a BIB BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SO No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ibtsize) 3=183/Mechanical, 2=374/0-6-7, 4=97/Mechanical Max Harz 2-141(1-C 22) Max Uplift 3--120(LC 8), 2=-177(LC 4), 4=-17(LC 8) Max Grav 3=183(LG 1), 2=374(LG 1), 4=130(LC 3) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. Scale = 1,16.7 PLATES GRIP MT20 244/190 Weight. 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=42psf; BCDL=3-Opsf; h=25ft; Cat. II; Exp B, Encl , GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder($) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 120 lb uplift at joint 3, 177 lb uplift at joint 2 and 17 Ib uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ill down and 12 lb up at 1-6-12, 71 lb down and 12 lb up at 1-6-12, and 34 lb down and 451b up at 4-4-12, and 34 lb down and 45 lb up at 4-4-12 on top chord, and 10 lb down and 5 Ib up at 1-6-12, 10 lb down and 5 lb up at 1-6-12, and 23 Ib down and 13 Ib up at 4-4-12, and 23 lb down and 13 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This item has been LOAD CASE(s) standard electronically signed and1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 sealed by Magid, Michael, PEUniformLoads- 3Vert. 1-3=-=-60, 4-5=-20 g a Digital Signature. using g Concentrated Loads (lb) Printed copies of this Vert: 10-7(F=4, 6=4) 11=-16(F=-8, B--8) document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No,53681 MiTek USA, Inc. FL Cent 6634 6664 Parke East Blvd, TampaFL 33610 Date: June 22,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MUCK REFERENCE FADE M114471 rev. 1"3/2e15 BEFORE USE. Design valid for use only wah MITekO connectors. This design is based onlyupon parameters shown, and is for an individual building component, not a truss system- Before use, the burlding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to preventbuckling of individual trussweb and/or chord members only. Additional temporary and pemtananl bracing t p " is always required for stability and to preventcollapse with possible personal injury and property damage. For generalguidance regarding the 11f fabrication, storage, delivery, erection and brocing of trusses and buss systems, see ANSIITPII Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N- Lee Street, Suite 312, Alexandria, VA 22314_ Tampa, FL 36610 Job Truss P1986A 2087 K,17 Type Ply I Park Sq HmlTribeca-1986-A T14370966 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06.4443 2018 Pagel ID. 3zzrE5595gHBgKdROwR6OYzkwee-NTWYIXEuH8o2?AuaUxrNA56gCSHLVxDKzvtnl-igBz3p91 5-2-5 { 9-10 13 5 2-5 A B-B 2x4 == t 5x4 II 5 LOADING (psf) SPACING- 2-0-0 TCLL 20-0 Plate Grip DOL 1.25 TCDL 10-0 Lumber DOL 1.25 BCLL 00 Rep Stress incr NO BCDL 10-0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5-2-5 CSI. DEFL. in (loc) I/deft L/d TIC 0,38 Vert(-L) 0.03 6-7 999 240 BC 043 Vert(Cr) 0-07 6-7 999 180 WB 0.36 Horz(CT) 0.01 5 n/a n/a Matrix -MS REACTIONS. (lb/size) 4=128/Mechanical, 2=511/0-6-6, 5=328/Mechanical Max Herz 2=186(LC 4) Max Uplift 4=-99(LC 4), 2=-22l(LC 4), 5=-120(LC 4) FORCES. (lb) - Max- Comp./Max- Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-775/238 BOT CHORD 2.7=-336/708. 6-7=-336/708 WEBS 3-7,01275, 3-6=-7691364 Scale = 122-5 3x4 I PLATES GRIP NIT 20 244/190 Weight: 42 lb FT = 20°! BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 CC purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; Cat. 11, Exp B; Encl., GCpi-0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) We 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 5) Referto girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 4, 221 lb uplift at joint 2 and 120 lb uplift at joint 5 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12, 3 lb down and 44 lb up at 4-4-12, and 27 lb down and 77 lb up at 7-2-11, and 27 Ib down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at i-6-12, 5 lb down at 4-4-12, 5 lb down at 4-4-12, and 20 Ib down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others- 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced)- Lumber increase=l-25, Plate Increase=1 25 Uniform Loads (pif) Vert: i-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=-53(F=-27, B=-27) 14=4(F-2, B=2) 15=-10(F=-5, 6=-5) 16=-35(F=-17, B=-17) AWARNING - Varify design Par veaters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid foruse only with MIT 00connectors- This design is basedonlyupon parameters shown, and is rot an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design- Bracing indicated is to prevent buckling of individual buss web andlor chord members only Additional temporary and permanent bracing is aiways required for stability and to prevent collapse will) possible personal injury and property damage. For generalguidance regarding the fabficstion, storage- delivery, erection and bracing of trusses and truss systems' see ANSIITP11 Quality Criteria, DS8-89 and SCSI Building Component safety information available from Truss Plate Institute, 218 N. Lee Street. Suite ;112, Alexandria, VA 22314- This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Michael S. Magid PE No-53681 MiTek USA, Inc, FL Cart $034 6904 Parke East Blvd, Tampa FL 33610 Date MiTek° 6904 Parke East Blvd. TamparL 36610 June 22,2018 Truss Type Pads Sri 1-11n/Tdbeca-1986-A T14370967 1986A_2087 IMG1 8,130 s Mar 11 2018 Milek Industries, Inc, Fri Jun 22 06:44:44 2018 Page ID:3zzrE5595gHBgKdROwR6OYzkwee-rf4xztEW2RwvcKTm 1eMcjlftdsbHEOFTCZWgMaz3p9H 3-7-8 3-4-8 1.5x4 II 4x4 -1, 3x8 II 4 4x4 "_ Scale. 112"=l' LOADING (psf) SPACING- 1-0-0 CSI, DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.21 Vert(LL) -0 02 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0,52 Vert(CT) -0,04 5-7 >999 180 SCLL OD Rep Stress incr NO WB 0,38 Horz(CT) 0,01 4 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix -MP Weight. 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=971/0-4-0, 4=786/Mechanical Max Horz 1=77(LC 8) Max Uplift 1=-297(LC 8), 4=-277(LC 8) FORCES. (lb) - Max- Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1206/356 BOT CHORD 1-5=-375/1079, 4-5=-375/1079 WEBS 2-5--296/989, 2-4=-1230/427 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL-4.2psf, BCDL=3.Opsf, h=25ft. Cat. 11, Exp B, Encl_ GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 1 and 277 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 494 lb down and 164 lb up at 1-0-12, and 494 lb down and 164 lb up at 3-0-12, and 494 lb down and 164 lb up at 5-0-12 on bottom chord. The design/selection This item has been of such connection device(s) is the responsibility of others. electronically Signed and7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), sealed by Magid, Michael, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Printed copies of this Uniform Loads (plf) document are not considered Vert: 1-3=-30, 1-4=-10 signed and sealed and theConcentratedLoads (lb) nature must be verifiedsignatureVert: 7--494(F) 8=-494(F) 9=-494(F) on any electronic copies. Michael S. Magid PE No 53681 MiTek USA, lna. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 22,2018 WARNING • Vo0i design Raremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE M11,7473 rev. 10/03/2015 BEFORE USE, Nil' Design valid for use only with MiTe01 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer most verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is toprevent buckling ofindividual truss web and/or chord members only. Additional temporary and permanent bracing ( A '`" is always required for stability and to prevent collapse with possible personal injury anV IdproperlydamageForgeneralguidanceregardingthe ' r fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 andBCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314. Tampa, FL 36610 Numbering System General Safety NoteSymbols PLATE LOCATION AND ORIENTATION 314 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, 0 -, 6., For 4 x 2 orientation, locate plates 0- li,4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request M-11114MIF44 The first dimension is the plate 4 width measured perpendicularx4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSVTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing, BCSI: Building Component Safety Infon-nation, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREWLETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS&ETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Oc 2012 MiTekg All Rights Reserved MiTek"' MiTek Engineering Reference Sheet: MII-7473 rev, 10/0312015 Failure to Follow Could Cause Property Damage or Personal Injury 1, Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or attemanve Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, propertyowner and all other interested parties. 5. Cut members to beartightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atjoint locations are regulated by ANSIJTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size. orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purfins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others, 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI I Quality Criteria, U) LJJ ui U U3 z J b Q Lit Z - 0 O Z Z Q w U) Z O cY F— ui U = w Z O Z U) O o 0 U Z w w v U) U) 4i 0 Q LL UJ {j T_ z_ w O tY O LU ° Z < CD D 0 Z U w w © Q Z Z Z Z _r w U U) w Q U) dU) co J o oo- Z LL Q GARAGE 1 g,_ 4„ g,_ 4„ 19.2" 19.2" 19.2"' 19.2° v' 19.2'm 3_- 19-2" 19.2" 192 19.2" 19.2" 19.2" 19.2" r 4. 24" y 24" e 24" r 7'', T. 12,_ 8" 161_ fl„ - -- --- - 0 o APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band v TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 12 J L- 4 - HUS26 1- PLY HGR A Ci 11 - THA422 STRAP HGR Z MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS c 1986_2087 - A Park Square Homes 2,23 ;ScD S,A} Tribeca - A v-:7 RE'ISSJ S'AR )PEN G P 1986A_2087 3"* 3' p Ic N/A 5-22-18 Smax 41 City of Sanford rBuilding and Fire Prevention Product Approval Stication Form Permit # Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swin In Thermo - Tru Sin le Door FL8871 5 Sliding _ MI Windows and Doors Series 420 Alum SGD - 2 Panel FL15332.4_ Sectional Clopay Buildin2 Products 94fT40-W4 FL15279.20 Automatic Other 2. Windows In le Hunk w MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Fixed MI Windows & Boors Series GA 185 Alum Picture Fixed FI_15349.1 Awning m. Pass Throu h____ Proe_ Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual M.m_ Action Other June 2014 1 Category / Subcategory Manufacturer Product Florida Approval # Description including decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FI-13223.2 Soffits Aluminum Coils, Inc Coils / Soffits Fl-12194,1 Storefronts Curtain Walls Wall Louver Glass block Membrane eenho_ Gruse E.P.S Composite Panels_..__. W_. 4. Roofing Preaducts___... Asphalt Shingles IKO Industries, LTC Asphalt Shingles ( Cambridge FL70061 Underlavments Warrior Roofing 916 and #30 Roofing Felt FL2346 1 Ro_ ofin Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles_ Insulation Wa terproofin Built up roofing System Modified Bitumen Single Ply Roof S stems Roofingslate Cements/ Adhesives l Coatin Liquid Applied RoofinegSvstems Roof Tile adhesive Spray Applied -- Polyurethane Roofin E. P.S. Roof Panels Vents RoofJune20( 4 Category Subcategory Manufacturer Product Description Florida Approval # include, dectrnao 5. Shutters Accordion Bahama Colonial Roll? ERyjRment Other 6. S Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates tnqineered Lumber Coolers/Freezers . ......... ........ Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) J Line 2014 Florida Buildirig Code Online li(tps://%v\vw.(Iori(tabL)iiditi,,.org/pt-*/l)i-app (iti.asl)x'?pal-itiliz-tw(,iFVX.-. M o al "Tara' Fir-rs Hwt,e 'nq To use, pwjOvation Hot for*s SoOma Swchantie 51:.(s & RAO, PubkaktolS FBO 51.11' RCIS Site Map 1, inks Search Product Approvaldbo - r C USER: PuNic User Vzo,tw1i, '- r!'Ojni,,t n, Appbolrg)n Seon:,!! , Apaca!,p,j ijji5t , Application Detail FL, # FL8871-RB Application Type Revision Code Version 2017 Application Status Approved COlurnerits Archived Product Manufacturer Thernia-Tru Corporation Address/ Phone/ Erna il118 Industrial Drive Fdgerton, Off 43517 419) 298-1740 t- ickw@rwbl(,igconsulLants.com Authorized Signature Vivian Wright rickw@rwbldgconsulLants. corn Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Frnail Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a I icensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Managernent Institute Quality Assurance Contract Expiration Date 12/31/202 1 Validated By Ryan J. King, P.E. Validation Checklist - Flardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL8f, 371R8_CC) I pendence.pdf b) Certificate of inde staldwA Y"r ASTM 131929 1996 ASTMD2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I oril 41/ 15/2 0 18, 4: 417 P M Florida Builditig Code Online lit(I)s://www.floi-idab(iildiiig,ot,g/pr/pi, app dt1,aspx?pararn—wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect tqij!valency of $Lapdord5.pdf Method I Option D 10/17/2017 10/1712017 10/19/2017 12/12/201 7 Summary of Products FL # Model, Number or Name 8871.1 a. "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: See INST8871,1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. 8871,2 b, "ClassicCraft" or "( lassic0aft Rustic" Series Limits of Use Approved for use In HVHZ* Yes Approved for use outside HVHZ* Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. 8871.3 c, "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ-, Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: See INST8871.3 for Design Pressure Ratings by specific Model and for any other- additional use limitations and Installation instructions. (For, FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4 i d. "ClassIcCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use In HVHZ. Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure; N/A Other; See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For I'llierClassic and SmoothStar sidelites, this product approval requires the use of "Y part ournbm for these stdoltes, which have been Description X6 x WO "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Installation Instructions FL,8871 R5 If (b) ln*t W/l .1,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F[L8871 Rfi At ((?) teal 88711,f)(if Created by Independent third Party: Yes 3'6 x WO "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Installation Instructions K86/1 R8(b) JI)F11 't 88,11 .2,pof Verified BY: Lyndon F. Schmidt, P.E. 4.3409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AF,_(b) Eval 8871,2,pdf Created by Independent Third Party: Yes 3'6 x WO "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Installation Instructions 171,1387 1 Inst, 8871 . 3 pelf Verified By: Lyndon F Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8.-AF (b) Fval 8871.3jpdf Created by Independent Third Party: Yes x WO "Impact" Opaque Fiberglass Single Door with SideliLes (OXO) - Inswing or Outswing Installation Instructions b) lust 13871.4,put Verified by: tyndon F. Schmidt, RE. 43409 Created by Independent Third Party: Yes Evaluation Reports 867t jof Created by Independent Third Party: Yes 2 old 4! 15!2019-4:47 I'M Florida Building Code Online litips:/,'wkvw,tioridabitilding.oi g/pi-/pi- app stained or painted within six months of installation.) e. 7i bet Classic" or "5mool.hStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See. INST 8871,5 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. E "Fibei-Classic" or "SmoothStar" Series Limits of Use Approved for use In HVHZ, Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other: See INST 8871.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871. 7 g, "Fiber-Clasqic" or 'SnioothSLar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure. N/A Other: See INST 8871.7 for Design Pressure Ratings by specific, Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStai sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of installation,) 8871. 8 h, "Fibei-Classic", "SinoothStar", Classiccraft" or, "Classiccraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other, See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. i. " Fiberclascic", "Smooth Star", ClassicCcaft" or "ClasFicCtaft Rustic" Series Limits of Use Approved for use in HVHZ-. Yes Approved for use outside HVHZ. Yes Impact Resistant; Yes Design Pressure: N/A Other: See INS] 8871.9 for Design Pressure Ratings by specific Model and for, any other additional use limitations and installation instructions. (For FiberClassic and SiroothStarsidolites, this product approval requires the use of " J" part numbers for these sidelines, which have, been stained or painted within six month, of installation.) TO x WO "Impact" Opaque Fiberglass Single Door- (X) - Inswing or Outswing Installation Instructions FL8871 R8 It (b) lnst 61j7f,5,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports H- 8811, R8-, AE (U) Lval 887L5,pdf Create(] by Independent'Third Party: Yes TO x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite ( OX or XO) - Inswing or Outswing Installation instructions Fl_ f 87.1 R8 11(b) Inst 8871,6.pdf Verified By: Lyndon F. Schrintrit, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Ff, 881JR8-_AE (b) Evil tM/1.6.1)(If Created by Independent Third Party: Yes, X0 x WO "IrnpacC Opaque Fiberglass Single Door with Stclelile' s (OXO) - Inswing or Outswing Installation Instructions FU8871 R6 It _ , , (b) Inst M713.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent third Party: Yes Evaluation Reports FL867 ' I Ra AF (b) Eva[ 8U71.7.pdf Created by Independent Third Party: Yes 6' 0 x WO "Impact." Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation Instructions FL8871 Rb, II,_(b) Inst 6811A$,pd( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FI- 8871 R8, -AF (b) Evai 6871,8,pdf Created by Independent Third Party: Yes WO x WO "Impact" Opaque Fiberglass Double Door with Sidelites ( OXXO) - Inswing or Outswing Installation Instructions Fl- 887 I_ R8 11 (f)) inst 8671,9.p(4f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 ' R8-,AL- (b) Eval 13871.9,pdf Created by Independent Third Party: Yes 18. ck; 'Next' 3 of'4 4/ 15/2018, 4A 1 PM Florida Building Code Online littps://www.florid bitil(litig,org/pr/pr, app, dtl,aspx?pnratnwGEVX... 491 ftk 5WJ-I ftild. rojlohos'ee WJ444 The Skate of Pb rideIs an AA/ECO employer. i,' 5k tqbj q R J( A 0, 1 : : Under Ronde low, emall addresses are public records, If you do not want your e-mad address released in response to a publk: records request, do WL send tlectionr mad to they eftl.ily. Instead, contact the office by phone or by traditional mail. Wyou have any questions, please contact 850.467.1395, "Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, Wensties licensed under Chapter 455, F.S, must provide the Deptirluntnit with an email a(tdt*4s t they have one, The eaumb provided nury be used to, official CoMolUnW61101) with the kenste. however mall addresses are public record. It you do not wish to supply a persoorn address, please ptovk)t the Oepaltrneot with all emall address which cart be made avadable to the public.. In detemone Wyou are a kefts" under Chanter 4` ab, please Ock 4ere, Product Approval Acoepts: M 90 A F IM Credit Card Safe 4 of,l 4/ 1 ,'2018, 4:47 PM SMOOTH STAR •& FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING E =RAL. CTES "IMPACT" 1, This product Csoeen evOucledgad is it compbnce with theSth Edition 1,20171 Forido Buiidirg Code sFBCj structural requiremems inclulcjng he "High Veic&y Hurricane Zone' 11H.V4Z). 2, Product ancN)n5haii be as 35te-- c;nc spaced osshown on base rnote!;o 5l,,G1b!E- beyond wag dressing or stucco. 3. 'Khen used in the 'HVHZ' ttt P--,,Juc comd,,iesMfh 1626 Cf he F,c,,,dc &jjding Code ord does hot reaure an irnpact resisicnt coveming, 4. when used In areas outside of the HMHT'requiring wfnd borne dears pratecijonthin product complies with FaC Seclor4 1609. 1, 2 & R301,1 1,2 and does ,at require an impact resistant cove' M0, TNs PfO&ct nleets missile level; V or, dnchude.,Xind lane 4as cefredir. AST M1 1996 and r13C Sections 16019,121.2 & P3011.2,121. 5. For 2x stud fra;Ting Coi-- M ctjma tittc y fhere grits shalt be 't&ieSame ,is thut stlown 'or 2x buck masonry constrvcf' on. 6, Site condiflon, that deviate from the delaiis of 'his drawng require further engineering analysis by C Ncemeo engineer or registered efecarcnifect. 7. Culswing conix3vra o s using coc-ItcjA- Fern #4 under active doors meet wcer imftictkon fecuireme'llt' for 'HiVHZ', 8, kwWng coffigactIms one ou"swing using 0,ilem #5 Under shedoordzl nol meet The victer iriffltmfion be 41sto3edi orljy it norl-oobitcble areas or C1 hatitoUe ccficrs protecied by or) overranj; or ca-,opy such `hat the ongie berween, the edge of Canopy cr overt -tang to 0 is esS than 45 degrees. FRAME WIDTH 3S. 0C"MAk FANECMDTH 3 if li 3 z K OVERALL DESIGN PRESSURE Sf-) DOOR TYPE SWING ING FRAME DIMENSIONPOSITIVE NEGATIVE INSWING 37,75" x 98.00' 80.0 80-0 SMOOTH STAR OUTSWING 37, 75- x 96,50" M0 S -80.0 0 5L2210 INSWING 37.75" x 98,00' 80.0 80,0 FIBER CM 3y; LFS CLASSIC OUTSWING 37.75' x 96.50' 80O 80.0 Sw1w 114- I FIL —,M 7 1-5 I 6 1 n47 EXTERIOR DFAIL A -A DOOP PAN9 S= Star oOoocnoo 000 c O 00 0000c000 00 CIO o 0 C, CIO 000C - Oo 0 C'o 0 OS c Ooc cc, 000 0000000oaocoo0000000 000c,o0CC0cg!m— ooc 000000co j 4DOC,0001 oco,Coov ioocv:)oc I DELAJL A -A Pam Teintorceemen* INTERIOR fC)PJZOMTAL CROSS SECTION 4:W YF. 4 CORNERS OF PANEL 10 o. 7 404 NOTE: WOOD DOOR COMPONENTS: FINE (5G - 0,42) EXTERIOR 4 z a ;6 Eg I'- 25 Rtl! INMERIOR 2, VERTICAL CROSS SECTION El S F: EZ; 1Dc_liQmt et: ows fry" LFS wio W. Ir caN2c+ 8 9 DEWLA-A ma GODCACO 00 0 cc c 0000:C" Doak 000cDzaccoocoo000011.00 000000ccooccOcc000000ac000cou0 DUAti A -A T6rrextfa.Rrrzenf N 28. 56% OPEN AREA MAX. EXTERIOR INTERIOR 1, HORIZONTAL CROSS SECTION NOTE: WOOD DOOR COMPONEWS: FINE jSG >= 0,42) 4DT EX TERIORz rOAi INTERIOR r2 " VERTICAL CROSS SECTION 1% it%1 i I z 3 Dws LFS 1 — 8871 -5 v J- OF so ilopizoNTAL CROSS SEC71ON s7kown, - ?r;M-Q aDproved NTERIOR EX7ERIOR ir m } 1 1 0 w I.: OW 3 - J4- wN. EMB. JFYP )l Z U EXTER!OR INTERIOR I VERTICAL CROSS SECTION ltsrwngsho- mwkig ppr,7veti EXTERIOR !NTERICR 4 VEIMCAL CROSS SECTION see genera! mtes, stt I of 'riv"ir WC11W nttrc-bn repugVnents EXTERIOR 2 VERTICAL CROSS SECUON Shawn -wll;(sub-t>jcx EXTERIOR IN'TERIOR 5, VERTICAL CROSS SEC77ON lriM", con9gurallon. see genera snotes, sheet I Or -HV,4z, wt,;t-- inftlfaton McUrer*nts z WERIOR 2 loj ON/ I cAa: o 3 VERTICAL CROSS SECTION 5.) CLhwir,,g ;=see gener.M, I fcr liv,4z"'Noter irftcszr eg—t MERIOR EXTER€OR 6-\ VERTICAL CROSS SECTION 05/22/08 M.T.S. ar DWS SY, LFS FL -887 7 5 of 8 ry W Y iW y1 62 z° d F€ E ° c j iYP. KEAD & { L 1 I / y 8 x o m z w JAMBSMASONRYJ lAAal9S MASONRY J D i !{` a° m a 1 OPENING j $ ' oz FRAME Cx zx BUCK—,1 2x suCK 9 jb Q i j BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB masory}' 2x buck coratructior ; I 3 J Njby3i CONCRETE ANCHOR NOES: T. Concrete ancho} iocattons at ;he comers may be adjusted to maintain tne min. edge distance To mortarjoints, ( — ? 7 ' Q ' o , 2. Conarete anchor locchom noted as MAX. ON CENTER" mrvst be aarusted to j maxNna the mn. eage duiance to mo #a for ,ts, OddifiOf7oi canners anchors , To rer.?,x ro envxe the "NAX. ON CEN7ER" dime: seen are not ;,zcesded. r I Cancre3e arrcho #able: I t i -- ANCHORANCHOR A3IN. CLEARANCE MIN. CLEARANCE; ; I of n EMBEDMENT TO MASONRY TO At33ACENF i ry nI j^ 2i33i'E SIZE EDG€ ANCHOR 12 { d I j/wry- C S 22/ o TAPCON O ITW 114^ 7 1iA" 1 — 121 s N.is. Lco I "- il) W"- s ULiRACON 3J4 1-114" 1" 4" i 3, NINBE DETAIL LAMN bDEAD OLT D6TA4 D iCR W }hS?AL 4?iCN NO?'; M=tain a minirmr • # 5JR` edge chsiatae, i" enc! divonce. S, ?" o.c. spccsg o` wood screws to prevent itse spKti3ng at wood. I MASONRY OPENING mm ix RK ffJ±tqf JAMB J, Concrete cncpwriocaffons at tn& cwwf5 moy be 0'-*4ted to maintain the MAn. edge dwstcnce fo Tla-0rJ0#lM corl-crefe aDcrlor attem noted w ON CENTER' mult be acftmcd to cfp Me mg, edge refecnchco Wbefeq,*,d to ensure the Ax. OCEN ER texcosae 'a, 3, Cc Y--ete anchcf tabie: Mft CLZARANa 1N; GtEAkA1WCF AKOft' ANCHOR MIN;. TO MASONRY TO ADkACENr slu EMBEDMENT EDGE ANCr 21 ITW TAF' CONO WOCCSCRFOV 04WALATION NCTa mcirtain 0 - M-Xyv,;m -zle, edge cwarce, c amo cfalarca, spochgof Aood screen to prevent the sp itilrzg ,.;twand. FRAME _ANCHORING Mcronry 1 X buckccn5trvciion LATCH s DEADBOLT DETAIL HOW DETAfL o, if A%" z z N. T. S. Dws LFS 7 - f 8 BILL OF MATERIALS JW DESCRIPTION MATERIAL 6 1 X BUCK SG >= 0.55 WOOD 8 _ 2X BUCK SG - 0.55 WO-OD- C MAX, 114- SHIM SPACE WOOD D 114- X 2.3/4"FFH ELCO OR fTW CONCRETE SCREW STEEL E MASONRY - 3,0T, P& Mft, CONCRETE CONFORMING TO AC; 301 OR HOLLOW BLOCK CONT-ORMING TO ASTM M CONCRETE G 3116'X 3-114"PfH ITWCONCRETE SCREW 3je PM ITW CONCRETE SCREW STEEL STEEL STEEL10X2-117 PFH WOOD SCREW i IJYMIN, EMBEDMENT NSWING ADJUSTABLE THRESHOLD (I ALUM.,'WOOD INSrNG 3 THRESHOLD fIS300HP5) INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30MI ALUMUCOMP. 4 OUTSWING 66)QST—AL THRESHOLD ALUM„ WOOD 5 OILITSWING STANDARD THRB40LD ALUMNOCZD 6 iNSWING fRRENal) ALUMVCOMP. 7 DOOR BOTTOM SWEEP VINYL 6 JAMS (PINE) SG >= 0.42 WOOD 9 JAMB JOAKI S - >-- 0.42 WOOD 10 WEATHERSTRIP FOAM H HINGE STEEL fT LOX 3/4PFH SCREW 13 9 X 3"PFH WOOD SCREW STEEL- j 14 LATCH MIKE PLATE STEEL 15 SECURITY STRIKE PLATE EL 1 8 X 2-1/7 FFH SCREW STEEL 17SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 rWIKS-F SERIES DEADBOLT fw' STEEL 40 SM00iH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.077 THK, (SMOOTH STAR) FY = 6,OW PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR) COMP, 43 LOCK STU (SMOOTH STAR! WOOD/LVL 44 HINGE STU-TSMOOTH STAR) WOOD 45 80710MRAIL 7AR COMP, 46 1 PANEL REIM;:ORCEMEN-, 0.= THK. SMOOTH STAR 47 W CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHE:( FOP, FOPDEALS 61 DOOR SKIN 0. 137- THK. fFIBER C FIBERGLASS 62 TOP RAIL (FIBER CLASSIC) go—mp43 LOCK STILE JFIBER CLASSIC) WOODILVL 64 HINGE STILE fFIBER CLASSIC) 65 BOTTOM RAIL 'FIBER CLASSIC+ cow, 66 PANEL REINFORCEMENT 0.023THK, (FIBER a-AS&CI STEEL, 67 FOAM CORE POLYURETHANE I 4. 56' CHM& mf , cal 5, 77vw9EstQtp— Z lru,,-Q 04—Ne Sir T- 5, - imm" Z1"..' Z", z8 ot 0 zr- 11. MAX. DESIGN PRESSURE = +1- 501 SF C, ll ISCALL Nj,,S. jw BY; Dvw/sicw Br, LFS Florida Building Code Online littl)s:llww v,ilot,i(,Iabtiildiiig.org/l)r!pt--,_,jpp_(Itl,aspx?paraiii=vv(iEVX f BCIS Home (,o(,j In User Registration not Topics submit Surcharge $tat$ & Facts PtJbikal.)Qnq FBC Staff 8CIS Ske Map Links Search kdbel Product ApprovaljUSER: Public Userpr r,,)(JurA ewpiu,", or Appiicatk), 9caict > Apflrcaio,) (,*t > Application Detail q pgp 4" Ft-15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 FxI 2500 bsitlinger-Quitwd.corn Authorl/ed Signature Brent Sitlinger b,-,Itiinger@miwd.coni lechnical Representative Address/Phone/Fmail Quality Assurance Representative Addrosr/Phone./Efoail Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. OrIch, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of product Standards Certified by Sections from the Code Validation Checklist - Hardcopy Received Ft,1533? R4 CQI FILCOLpolf 510DAOLO AAMA/WDMA/CSA 101/l.S.2/A440 Y-eAr 2008 I of 3 41115;'20M 5:03 I'VI Florida Building Code Online htips://www,flori(labuilditAg.org/pr/pi- app_,dti,aspx'?I)at,atiiw(,iEVX,,. Product Approval Method Method I Option D Date Submitted 0811112017 Date Validated 08/13/2017 Date Pending FPC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NUN - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ; No F1 I k4 V (10"(!95QQF vif Approved for use outside HVHZ: Yes Verified By: Luis Roberto Louia!i 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS331, R4 PRESSURE RATINGS AF, Created by Independent Third Party: Yes 15332,2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No i 15332 R4 U wi, I)0'49ff'vdt Approved for use outside HVHZ: Yes Verified By; Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1t,15,3 2 P4,AV-, PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation instructions Approved for use in HVHZ; No 11,15., 3,Z R4 It 03, WZ46Cpol Approved for use outside HVHZ. Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN R4 AE fxff PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN HA53'12 R4 AF 512969(_I)S)( PRESSURE RATINGS Created by Independent Third Party: Yes 15332,5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"06" REINFORCED Limits of Use Installation instructions Approved for use in HVHZ; No F(J53,3? R11 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent 'Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I R4' AE_S PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No 11,1,5331 R4 jI_ti8, G10499F-prif Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party; Yes of 4/15/2018, 503 Mi Florida Building Code Online https://www.floridat)ijil(lit)g.oi--/I)r/pr_ Design Pressure: N/A Other: REFER TO APPROVAL, DOCUMENT FOR DESIGN PRESSURE RATINGS 153323 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure. N/A Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332,8 SERIES 430/440 ALUMINUM S Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant, No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.9 SERIES 430/440 REINFORCEC ALUMINUM SGD Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DQCUMENT FOR DESIGN PRESSURE RATINGS Cpnt,mCus !: 1?.01 FAW Evaluation Reports 1` 1-1533R4.,IAE, 5108061),rvIf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLI5332 R4 11 08-00501E,prif Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLISW R4,- AE 510080pdf Created by Independent Third Party: Yes GD SERIES 430/ 440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Installation Instructions I L153]2 R4 U Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE ` 31t)f,)f>90r lxlf Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions iL, 15,132 R4 11 08-005031:C)df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI5332 P4 AE 510Z10D.pdf Created by Independent Third Party: Yes CW !Netl The state offtlda is all AAJEM wnproye, Qor7yrjqhi240i-2u13 $t?kte of Vlp(04, :: Privacy Staiernerit :` Aqessbirrty %attxnent c Rekinij Under Florida kM, email addresses are public. records. If you do riot want your e-mail address released in response to a request, (10 not send elerhonk, mail to th,. enuty, instead, contact the ofke by phone or by traditional mail, If you have any questions, please contact 850,487. 1195. *Pousuant to Section 455.275(1), Florida Statutes, effective Ofjobe, 1, 2012, kensees licensed under Chapter 455, F.S. rrost Pinvide, the Department .1th an email addr291, it they have cirr:- The e,nae,, ivoyided may he used for offikral p—,wnkonk- wth the lketvee,. Hovreve, ema,l addressesare pvblw- record. if you on nor wKh to Suppty a P,ich can oe made avo4abre to the public. To determine you are a licensee order Chapter mori'll ad'Im'sa, pease Provide the Department Ih an email addr"- which 455, FS, please 1,fick rej Product APPIOVAI Aeoeirits: 3 t43 4/ 15,20 13, 5:03 PM REV DATA APPR01-- A 1 ADDED FLANGE ANC, rIN INSTALLATION P'L B REVISED tNSTAI--,A;T*N DETAILS 08/03/15 NCTES: c Rr,7SZD NSTALLA710NTHEPRIOOU,17 SHOWN HEREIN 1S DESIGNED AND MANOFAC,7LIRED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPERLY TRANSFER ALI,, -OADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY Or THE ARCH47EC7 OR ENGINEER OF RECORD, 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, WHERE lX SUCK IS NOT USED DISSIMILAR MA,ERAI_S Mk,'37 BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECT4ON OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4, ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DIRATO%l FACTOR Cd=1.6 WAS 'USED FOR WOOD ANCHOR CALCUAT;ONS. 5, FRAME MATERAL: EXTRUDED ALUMINUM 5. UN7S MOST BE GLAZED PER ASTIV, E1-3130-04/Clg WITH SAJFETY GLASS, 7. APPROVED JWpAlT PROTECTTVSYSTEM F0 R RO U, P, , DC17IN WIND BORNE DEBP^s S. SHIM AS REOIJFcEnL AT EACH iNSTALLAT;0N ANCHOR WITH LOAD BEARING SHINI, SHIM. WHERE SPACE Or 1/ 16- OF, GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK To BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQjAL OR GR,:A7F-,R T'-AN '.0 DO N07 REQUIRE WATER INFILTRATION, RESISTANCE.I CNIERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 0. FOR ANCHDRiNG INTO WOOD rlAMiING OR 2X BUCK USE #10 WOOD SCREWS v-- SUFFICiENT LENGTH TO ACHIZVE A 1 .3/8- MINIMUM EMBEDMENT NTO SjaSTRA7E. LOCA7,E ANCHORS ASSHOWN IN ELEVATIONS AND INSTAULAjiON DETAI-S OR ANCHORING INTO MASONRY/CDNCRE-IE USE 3/16- 7 CONS F, EN LENGTH AP WITH SUF 'CI- 0 ACIHJEVE A 1 114- MINIMUM EMqPDM-- T JNTfl SUBSTRATE WITH V- MINiMJ9, EDGE DISTANCE, LOCATE ANCHORS AS SIyQWN IN ELEVATIONS ANC INSTALLATQN DETAJLS, 11 FOR ANCHORING INTO METAL STRL)CTURE USE #1C SMS OR SELF DRI;-JNC- SCREWS W"rH S',,iF7j,CJ-,- NT LENGTH 70 ACHJCIr- 3 7HREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOICA7E. At AS SHOWN IN ELEVATPONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT, 14. WSTALLATION ANCHORS SHALL BE INSTAL;-,-O IN ACCORDANCE WT-H ANCHOR MANJFACTL;RER'S INSTA-4710N JNS7RvCPONS AND ANCHORS SHALL NOT BE JS,--V SUBSTRATES WITH STRENGTHS ! LESS THAN THE MiNIMJM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMJM SPECIFIC GRA:vl—, OF G-0.42 8 CONCRETE MINIMUM COMPRESSIVE STPEN`-1-H OF 3,192 PSI, C MASONRY STRENG7H CONFORMANCE 70 ASTV ' y I ORGREATER, 90, GRADE N, 7,FE I (I - SIGNED: 06,21,12017 0. ME7X- STRUCTURE: STEEL 18GA 23K& OR ALJMiNJVI 6063-75 048" THICK MENIMUVI APPROVED CONFtGJRAT IONS: OX, XC, XX, XP, PX, Y'F, P;X MI WINDOWS AND DOORS LLC 650 WEST MARKET' STREET R . t GRATZ, PA 17030 SERIES 420 SGE) REINFORCED WiTHOUT ADAPTER 0%15 95" x 96" NOTESoTA7EOF 0 TABLE OF CONTENTS DRAwkweISLR-V SHEET NO, DESCRiP`70N, V.L. 08-C2249 C NOTES NTS 10/30/ 13 1--.71 OF 10 2 3 ELEVATIONS ROBEPTO; _ Iws P.F Luis R. Lomcs P.E. 4 1.0 INSTk- LATJQN DETAJLS i432 PvOOFOR.- RD FIL Nc.: 62514 6" VAX 6" MAX 7- biAA 96" MAX RAME CFT i 6" MAX MAX FRAME 1*10TH I-,,' ANCHORS PER -OCATON SEE CHAR! #3 C'OP N!MBER OF LOCATiCNS REQVREO MAX 6 MAX SERIES- 1420-SGD REINFORCED WITHOUT ADAPTER DESION PRE:SZjPE aA 71N,- IMPACT RAPING 135. OPSF ACNAF SEE ^ HARTS#! ANC-* =OROT,'fERUNITS RATiNCS vC TES 2, HARDWARE SCHEDULE NuMaC,33- Ta REfNFOR,204ENT z$62;ATAL PANEL W7FRLOCKS ADDED F- kNGE AND RN INKAL-ATKN 12/10/73 R.L. REV* IXS7ALLA- DON DETALSREVISED INS- ALLATION DE AILS 06/2-/-7 hA,R7# 7WHERE WATER ! NF,LTRA770-N RESlS-,ANCE!SRE0UhRED lz'rm' 7-1 . qPF-_7 f Design pressure chars fpso Frame S30e '- 40ei aw Tctaj "c) 30.0 35.0 420 48.o W00 720084,00oo s 'veg PCs Neq PRS o T— Nagpwveg 4O.0 BA 40-C 5C9 400 46.7 40.0 SA- 2 OC 4E12 40.0 EC*,! 43D2941 3SA 4 ACC 4* 1 41. 55- 773T1 4100 43.1 38,4 38A 35,0 Wjl,L-RE WAFcj4jNF,L -RA 7,10114 SEE NOTE9 ShEE T I Design pressure cnan ( ps7 5-ile arty and 70tat Akti (n) 30.0 38. 0 42.0 48,0 0,00 72, 00 M'Do x90 0n, J--;7T— Noq Pos N69 V7 pos R 'I Nag5&4 -513A 50,3 50 9 9 42.0i' 42,C830 4,2 55,2 48-3 43,0 319'4 39,4 44r, 920 52.4a,4 4ZA 454 37 Mo 420 48. 0 60,0 720 84,0 98.0 HAS Jamb &S z — Tj"'b -'H-&S-r—j'mb 3404 6 a 5 8 6 a 38'o 4 6 5 a 6 6 8 a 920 4 8 5 e a S 6 3 36.0 4 a 5 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION NO 38- 02249 NTS I— 10/ 30/13 3"- 2 OF 1C L RcRFIRTO Pi. 14j2 ACCVF V RD 1. L A'S V1 LF- N-r27D2Z SIGNED: 0&2 120 17 1OR 01YALLuis R. Lomos P.T. FL No.: 62514 96" MAX FRAME WK)TH, 1) ANCHOR PER LOCATION AT HEAD & jAV6S- SEE CHART #4 FOR NUMBER OF LOaA"RONS 6' MAX 17 .1 MAX r o.c, 6' MAX, 7- MAX 1, MAX HDG,HT F 6' MAX SERIES 420 SGQ REINFORCED WITHOUT ADAPTER EX7ERJOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35, OPSF NONE SEE CHARTS #1 AND A2 SHEET 2 FOR OTHER OWTSRATINES HARDWARE SCHEDULE 1) FLA7,%X)rij-NT2,' HAND: E SET (99-04-143) AT 3$ 3/4" ON CENTER =ROM FIANEi- BOTTOM, 1) METALJ, TANDad RO- - =RS AT H, EACEND OF PANEL BOONI, -TP,,14LS MMLV, U3, 357,,TSREINFORZ;EMENT (558, A- ALL PANEL INTERLCCKS 6' MAX k (2) ANCHORS OPS F>ER LOCATIONAT SLL SEE CHAR- # 4 DR NJMBER OF -00A71ONS REQUIRED 1-1:7 A ADDZDFLANG£ AND FA LNSTAL:ATiOf,' 12/10,13 pu- RE-PISED NS7,k-: A-,r-03aDi7AVLS R'L, t- — — ------------------ RE' -0,SZ: D WS-A-LAIDON :)7,kLS 05/21/' 7 R.J. No —,Es: 7, YAXiMUMFANELSIZE; 46VZ--'95' 2 MAXJMUl4D,,0 CHAPT#4 Number of anchor locations required T70 anJ'Total Lor W4tn ( r1 30.0 35.0 42. 0 48,13 nj V 72,0 84. 0 0 i H&S I Jamb I H&S I Jamb H&S I Jamb H&S Jamb 4 6 4 88.0 4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ , PA 17030 SERIES 420 SGD REINFORCED W; THOUT ADAPTER 96, x 96" FIN ELEVATION DR"hl 700, Y.L. 08-02249 10/30/13 1-3 OF 10 L POBERTO LOWS ".E, 132 WOODFOR0 RD L E MSVII ,r 'K', 27=-, SIGIVED: 06;21,2017 fi 41 TA'c 3F ORLuis R. Lomas F. E. FL No.: 62514 2 ' MIN. EDGE "IST94CE: z/8" MIN, WOOD FRAMING OR 2X SUCK BY OTHERS i MAX. SH'im SPACE SCREW fy:1 k - Elqlop INJ ERiOR o "WOOD SCREW WOOD FRAMING OR 2; SUCK 81( 113-11 ERS VERTICAL CROSS SECTION W050 FR. 7iZZ-- NOTES: No T S140 WN FOP CLA R/ T 2, PER4VE7EF? AAf-l' 01AFT3EALAN79Y07) ERS TO6E DES)CINEOW ACCOROANCE'All-,'4 ASTV E27 12 z;t- -C EIF SE- ;N 5-D oi7 AP:?RCVE:) SEALANT 0 AIN, ADDE-1, FLV4GF AND 7iN NSTALLATION 12/io/1-3 1 R- ROliSED Na7A)--A7,*,N Q'CrA.A.S 08/03/ 5 i R,L REASED RA. 3/5" N. '//4' MAX, SHM SPACE INTERIOR 1 /2' MIN. EDGLi- DIS-ANCE F-7 lo wooc EXTERIOR' SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WCvOD FRAMiNG, OR 2X BUCK WS7ALLATJONBYOTHERS SIGNED: 0612'12017 Ml WiNDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 95, x 96" FRAME INSTALLA710N DETAILS 7A OF RID, Vj. Luis R. Lomas P.E. NITS 10/30/13 1-4 OF 10 L RCEIERTC LOMAS P'E RD L M-Vl,AC 97a'3 7L Na.: 52534 METAL S-RUC7L;R- al! OTHERS 1/2- WN, EDGE DIETANCE 1/4' VAX. S;HPV SPACE 0 Sms OR SELF DRILLING SCREW EX lNTERJQR SiLL TO BE SET IN A BED OF APPROVED SEALANT 3c SMS OR SE.F DR3L'JN0 SCREW MET A- S-; RLICTURE BY OTHERS 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE tNSTA-lLA-,hDN AF07FS; 1 IN,=Pk>q AN EXTEMOR FINSHES, By 071HEPS, NOTSHOWN FOP C-AR TY 2, PTER)METEP ANL JOIN7SEALANT BY OTHERS TO BE DESIONEO INACCORDANaE WITH AS-7M E2172 1/2' Mil EDGE D5711 L— 10 sms OR SEU DRILLING SCREWS METAL STRUCTURE BY OTHERS A i ADDED riA.NGE AND FIN WSTALLATION -2/10/13 P-L. RC,"tSED WSTALIA7;0N DETAILS R,L C RZMSED flISTALLATIOti DrA, RL. I 1A, 'Aey JAMB INSTALLATION DETAIL METAL STRUCTURE JAISTALL4 TON Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS I 08—OZ249 rxc NTS I"ATE 10/30/13 5 OF 10 R71 LOMAS PZ 1432 PO L—EWSVE-1 E, W 27= SIGNED: 06,2112017 E P AT OF Rk,." Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY 2Y OTHERS OPTIONAL I X SUCK TO BE PROPERLY 5 FC-10 RED SEE NOTE 3 SHEET ' 3/'6" TAPCCN MASCNRY / ' CONCRETE By OTHERS i 1/2' MIN MIN. SEPARAT+ON EDGE DISTANCE 1 1/4" MIN. 1/4' MIN. EMBEDMENT ZM51ED,MEN7 114' MAX. S-!M SPACE MIN. EDGE aISTANCE 7/18' 7AFCON EXTERIOR INTERIOR SiLL TO BE SET 'N A BED OF APPROVED SFAIANT 1 1/4' MIN, 2 7/8- MiN SEPARA710N EDGE DIS7ANCE VERTICAL CROSS SEC-70N 3" WN SEPARATCN AODED 7 ANGE A-il) FIN lNSTALUMON 72j70j1--, REV,K-ED ASTA--AlION DETAJLS 08/03/15 R.L' 4' MAX, I -RIOPNTZ tj T 1 er EXTEPIOR Cfjf,,CRE7 SY OTHERS JAMB INSTALLATION DETAIL COWFE-EMASONRY,N'37ALL47-,C14 TO BE PROPEF1 - SECURED SEE NC-7 3 S; E7 I NOTES, I WTERIOR ANDI(TERIOR FfIVSHES, BY 3THERS, NOT SHO"AINFOPCLARfTY 2, RESIMB TIZI? AND XWTSEAL4NT BY C7HERS TO BE DFSiGNED A ACC-ORDANCEWiTH ASTM EZ1,12 SIGNED: 06,2112017 M! WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 4210 SGO REiNFORCED WITHOUT ADAPTER 51 96" x 96, FRAME INSTALLATION DETAILS TATE OF 08- 02249 YONAL svE NTS 10/30/13 1$''6 OF -'0 108Earc; outsp Luis R. Lomas P.E. FL No-: 62574 112- MIN, EDGE D°STANCE 3/8' E OR 2X BUCK EMBDMENI HER--- 1/ 4- MAX. SHIM SPACE 10 WOOD SCREWS EXTER10F? iNTERioR BE SET IN NIEC SEALANI 10 wooc SCREW WOOD FRAMI C OR 2X 8 ICY BY OTHERS m 1- 1- VERTICAL CROSS SECTION VV00D FRAMING OR 2X BK BVSTALLA70A' NOTES, VNTEROR ANO, EXTERIORFINISHES, BY OTHERS NpTPERiMFTEiAND JOtNT SEALANT BY -,TiiFRS TO BE DESIGNED IN AC^-ORCANCE WfTJH ASTJV E21,12 REV ZSCRFZION i ZA7Z j APnOVa A fADDED Fl- ANGE AND F;N Wg-A-;ATION 3 P'L, 8 j R- v°,SED INSTALLA,10N DE77AI. 1 C REVISED INSTALLATION DETAII-S 05/21/ 1, 11/8' M; N. 1 14" MAX EMSEDMEN'T T SHIM, SPACE 112' 1 MIN, INTERIOP EDvE DISTANCE i 0 WOOD - it i JA' li SCREWS I I t— EXTERIOR WOOD IRAMING JAMB INSTALLATION DETAIL OR 2X RJ^ K WOOD FRAMING OR ZY SUCKINSTA LLATiO' BY OTHES SIGNED: 0612 1, 2017 MI WINDOWS AND DOORS "_L;c R, L650 WEST MARKET STREET 0 4;' GRATZ, PA17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x qf" FLANGE INSTALLATION DETAILS o TATE OF 05-02249 i 5"-E N7S 1— 10/30/13 7 OF 10, L. Luis R, Lomcs P,E. i 43, Al-00-On qDCWSVL-- W 27C0 FL Nc,.: 62514 VEAL STIRUC7LRE By C-HERS fic Sms OR SELF DRING SCREW METAL S C 7 'RE or 4ERS MIN. Q- 7 EPIOP 2" EDGE DlS7ANCE VERT; CAL CROSS SECTION VETAL STRUCTURE fNSTALLATiGIN NOTES I NTERJOR AND EXTERtCR F,'NISHES. BY 01-HERS, MOT SHOWN -CP, CLARIT'K 2, PERIME—,zPANT? JOINT SEA -ANT 910 THERE 70 BE OESiGNED 4V ACCORDANCE NTl',l,AS? V Z21 "2 1/ 4" MAX, SHIM SPACE INTERIOR 7C, 31 SET IN j GIF PR011E- 3' SEALANT 10 Sms OR SE,-= DRILLING SCREWS mUAL S7R',: lC7URE BY C'HERS 11— REY OESCRF,1014 CATE APfRvYEJ ADDEO F-AL;F AND FIN NSTA-LATNON '. 2 f30/ 1 j R,L 8 REASED WSTALLA-IICINDETAILS 08/03,/ t R- REASED NSiAUATION DETAILS j 0u3/2 R JAMBINSTALLA - ION DETAIL AE,- ALS7-RL,CTU,3Ei;VSTAL,LA,7tc,lySIGNED0612112017 MI WINDOWS ANC DOORS LLC 650 WEST MARKET STREET CRATZ, PA17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96, x 96" FLANGE INSTAL_ ATION DETAILS TAT:- OF p 1, 3, - Z5 08-0229c40 srke NTS 1 o/30/ Of 10 L qcEER 110 iovAs p c Luis R. Lamas P.El r43-1lV000FOit0RDLl MS',1rLE, NO 27W3 L No.; 625114 1 1/2- MIN, 1, MIN. SE-PARATION EDGE DIS-ANCE EMBEDMENT VvkSONRY 114" MAX, BY C-HERS SHIM SPACE 01PTIONAL 1 X DUCK TO87 PROPERLY SECURED SEE NO--- 3 SHEET IF 1' 3/16' 7APG01N 3115- -'A-c'-N MASONRY/ CONCRETE y OTHERS EXTERIOR L--Lj INTERIOR SILL -0 BE SE7 IN AH3OF APPROVED SEALANT 1/4- MIN. a`EMBEDMENT 2 7/8' MIN. 1MIN_ SEPARATION E-DOE -D!STANCE VERTICAL CROSS SECTION CON -- A ETE,'MAS`JNIRY INSTAL LA TOA DATE I Appg'Xw ADDED F- ANc AU14D F3i4 JNS-,AL€i,`!0i, 72/io/113R,L 21- -1 REv7S7-D WSTAL- ATIONDE AA 08/03/15 F., L REVISE© MS7ALLA710N DETVL5 i D61'27/17 R.L. 1/4" MIN. T- 1/4' MAX, SHIM SPACE INTERIOR MIN. ZDcE D STANC7 h M 3" MiN, Lj 3116- 7APCDN C0NCRF7F-/ MAS0NRY JAMS INSTALLATION DETAIL ay OTHERS OPIONA- lX BUCK TO BE PROZ. SECURED SEE N07E - 1 SHEET 1 NOTES 1, INILHIOr? AND LX,ER0.13 FINISHES, ByOTHERSNOT SLiOWNFOR CLAPI'Y 2. PERtME-7ER AND JOINT SEALANT BY OTHE% TO BE SjC,'N=0 INACCORDAIVC,'--- WiTH AS E2772 Dc SIGNED. 062112017MI WINDOWS AND DOORS LAC 650 WEST MARKET S7R-E7 GRATZ, PA 1703G41CE Ai SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96, LANGE INSTAL-ATION DETAILS5 ATE OFF S, V L 08- 02249 NTS 10/30/ 1,3 9 OF 10 r Luis R. Lomas P.E, 432 VIOWFORD RD --WSVh,LE AC Z-22 rl No.: 62514 NOCO FRAM N0 BY OTHER EMBEDMENT APPR VED SEAcANT BEH;NO IN NoOD SCREN APPROVED SEAL,',JN7 BE14D FIN Wool) SCREW 7/ 16" MIN EDGE C157AINCE EXTERIOR 1/ 4" MAX S541M SPACE 7/ 1,-' MIN EDGE DISTANCE JAMEWSTALLATION DE-ikl WOOD FRAMINOOR2,' BLICKJASTALLATIC' 1 1/4" MIN. EJV! BECMEN7 WOOD FRAU' JNC BY OTHERS NTERIOR 7-ml', i / 4MAX. SFIM SPACE INTERIOR 1/ 2' MIN. CDOE D STANCE 1 318- MIN. EMBEDMENT y " AM " PpRo A ADDFD F--ANGT- AND FIN NSTALLA-ON 12/"C-,/! 3 !RL EIASED NS7Av ATRCN CE7,1vL3 c REV'-' su iNSTA-LATIO?4 DuxLs EDGE 0; ST RIM 1 314" MIN, iNTEPIOR E ' M S E DMF NTMA,SQNR' f/CCNCRETE B- OTHIE S Ix BUCK By OTHERS, HOCK S- Rip X BUCX _0 BE PROPERLY SECSRED EXTERIOR PANEL INTEJR CK HOOKSTRIPINSTALLATION vASONRY1C-' WC-RETE METAL ST,;UCTUFE — 1/2" M'N, 8Y 0-11HERSEDGEDISTANCE7FlI M JlHOOKSTRIP 10 SELF URLLING HOOK cTRIP---- SCR Ew c wcco IN7 PANEL SCREW EXTERIOR ERLOCK PANEL JNTERLOCK HOOK STRIP WS TALLA TION EXTERIOR MEfAL S14OCKSTRIPINSTALLATION SIGNED: 06,2112017 2X,--UOXvWC0O FRAMING Ml WINDOWS AND DOORS LLB 650 WEST MARKET S7REET 4" E,V' GRAT7, PA 17030VERTICALCROSSSECTION ACCO -R-QJING OR 2Y SUCK NSTALL4 'CJN SERIES 420 SCO REINFORCED WITHOUT ADAPTER 51 FOR SILLWSTALLATPUIN SEE SHEETS 4 9, NAil-FiN HOOK iMSIALLATION DETAILS Jo % iTAf= OF NOTES. REV 40' 1 (3 sIN—FFORANDFOREXCZARITYTEFIOR FiNtSHES, BYOTHERS, 08-02249 C 01 ONAL 2. PEPVETERAND jciN' SE'll AN TEly OrIERS TO HE S OF 10 OESIGNED IN ACCORfANCE ilif-,'PASTME2112` L. RGJPR L, --l"s p Luis R. Lomas P.E. Nc l7azlz LNo,; 52514 Florida Building Code Online I lit(i,)s://www.tlot-idabuilditig.org/1-ii,/pi- app dfl.aspOparan-l wGi EIV X., . ia IF 1; M 2. "IT112:111 Ifl, M. TMIZI. LEM fw.ls Home LO'j If, user Regoraven Hot, Topk.s S"fank so'd'a'Vje scats & Facts pubk-atK)"s FBC Staff WIS Site Map Lwiks Search product Approval USER: PUbk MarJOr44, Nodua A;,kwuY4iMftru Fwulia vi > AprXAUw, I APPUCAtitai Deka# tiig vM FIL # FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd, Mason, Oil 45040 513) 770-6062 mwesterfieid@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated by Gary Pfuehler Validation Checklist - flardcopy Received Referenced Standard and Year (of Standard) sumd" ym ANSI/OASMA 108 2005 ANSI/DASMA 115 2005 ASTM EI886 2002 ASTIVI F1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect fjjurv, ?,(),170809 - (111C, U/sISMA 106 equly,pxif Ft 11,52171)_,ft5_V,,cltiiv201,70ftr1') - DA'SMA I I!j eqkpypdt 1 of 7 4/ 1512018, 5:17 PM Florida Building CodeOnline littps://www,floridabLlildiiig.org/l)r/pt.._Iapp,dtl,aspx'pat-alii--"(i`VX... Product Approval Method Date Submitted Date Validate(] Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL 15279.1 Method I Option A 08/10/2017 1112912017 1210512,017 Page I / 8 Model, Number or Name Description 001 W3-09 DSIF-1AI71: 2050, 1- 3/9" Double --skin Insulated FPS (exterior skin 27 ga 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9,01" wide) 64, 65, 62G, 62t,G, 64G, SOP38, WINDCODE@t W3 Garage Door 5FJ 38, SRP36, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Inipact resi stant requirement for windborne debris regions (to,( 1609JA FBC), IW 79.2 002 W3-09 DSTE-IA471: GDISP, GRISP, GDIL-P, GRILP, ARISP, ARILP, EDISR EDILP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ'. Yes Impact ReSlStant,, N/A Design Pressure: +-20 PSF/-21 PSF Other; The OPTIONAL glazing available for this product meets the wind load requirernent-s of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debits regions (ref 1609.1.4 FBC). 15279.3 003 W3-09 DSIV-1A171: 9130, 9131, 9133, HDPI3, HDPFI 3, FIDPLI3, 7130, 7131, 7133, 8130, 8131, 81,33 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant., N/A Design Pressure: -4 20 PSF/-20 PSF Other, The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debt -is regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris region,; (ref 1609.1A FBC). 15279.4 004 W3-16 D51EAA171: 2050, 2051,2053,4050,4051,4053,62 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 15133 min.; Certification Agency Certificate f L15279 f6,,C CAC' Letfer wift) r.m.)of of cOntrAO 3i1,d PIWf of lospe(.tiorl.pdf FUJ5279 R5, C,CAC W3,fJ,,Aing 1rA,fiWk,Pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL, 15279 Rh If 101655-RQ,02.pxdl Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent'Third Party; C, allery/Art:i,q-ty/Expressions: 1-3/8" Double skin Insulated EPS ( exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- Car (up to 9'0" wide) WINDCODE(10 W3 Garage Door, Certification Agency Certificate H, t579 its (,-,A(,: LF,tILQr withproof of Y)d P1 10of ofsnipe Lirrn. CC1F FL15279R5,(,, CAC, Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions Ft-15279 R5 11 103952, ReV01,r)0f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent'rhird Party: Double -skin Insulated PUR (exterior skin 27 ga, min.; interior skin 27 ga. min.) Single -Car (up to 9'0' wide) WINDCODE(f W3 Garage Door Certification Agency Certificate H-152 79, _R5, ICI, CAC J'e,tA(,n ,er withproofC1tfa(p ,t and ooloflnspectron.pdr H,152,79 R5,C CA(, IN3 LiSting 1We1't(`,k,P(Jf j. Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ro 5279, R5 11 104175,RevOl I)df' Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Patty: Evaluation Reports Created by Independent Thad Party: 1-3/8" Double -skin Insulated FPS (exterior skin 27 ga. min,; interior skin 29 ga. rnin.) Double -Car (97' to 16'0" wide) WtNDCODE(i W3 Garage Door 2 of 7 41115/2018 5:17 I'M Florida Building Code Online littps:,,'INvww.floridabtjildiiig.orglprlpt-,_app,_dtJ.aspx?palat-n-wGEVX... Limits of Use Approved for use In HVHZ-. No Approved for use outside HVHZ; Yes Impact Resistant: N/A Design Pressure. +20 PSf/-21 PSF Other, The OPTIONAL glazing available for this Product meets the wind load requirements of the building code but DOFS NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), 15279.5 005 W3-16 DSIE-IA471: GDISP, GRISP, GDILP, GRILP, ARISP, ARILP, EDISP, EDILP, 4132, 2132, 6132, SFC38, MFC38 Certification Agency Certificate Lour with prnr k! pi ot gfo (q n Qn p jf 1, 115279R5 C W3J!sbnrj Interrek1,p(.lf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 1` 05,79 R,511 1013Q-RrvQ,p,,lf Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1, 3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 2/ ga, min.) Double -Car (9'2" up to 16'0" wide) WINIXODE(R-i W3 Garage DoorLimits of Use Certification Agency Certificate Approved for use in HVHZ: No F1 15279 R5 C CAl(' Letbgr With proof Or corittact and prod Approved for use outside HVHZ,. Yes of inspection.pdif Impact Resistant: N/A (, A( t,N,inq JnteilekjAf Design Pressure: +20 PSF/- 21 PSF Quality Assurance Contract Expiration Date Other. 'The OPTIONAL glazing available for this product 1 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for H-15279 R15 li 1041o«?ij;-Rqv01.1)(11f windborne debris regions. The product without glazing DOES i Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent. Third Party: debris regions (ref 1609. 1,4 FBC), Evaluation Reports Created by Independent Third Party: 15279.6 006 W3- 16 OSIL1-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL,13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR ( exterior skin 27 sla, min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WTNOCODF(i) W3 Garage Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Ft,15279 fk5 (_ (,A(, Lert i wWjj pfppl ()f a!0 Approved for use outside HVHZ: Yes Impact Resistant. N/A lt_15.Yfi K5 C CAC W,1 1t4,islq h0eiQ,,,kjr0f DesignPressure: +20 PSF/- 21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for Fj,J'527 R5 it windborne debris regions. The product without 9[aZJrlg DOES Verified by: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne l Created by Independent Third Party: debris regions (ref 1609. 1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.7 007 W3- 16 PAN-2F153: 73, 1500, i Steel Pan (min. 25 ga.) Double -Car (97' to 16'0' wide) 75, 190, 84A, 94, 42, 48, 5-5, 4213, WINDCODEjo W3Garage Door 48B, 555, 4RST, 6RST 4RSE, 6RSF Limits of Use Certification Agency Certificate Approved for use in HVHZ.- No F(j W), f SAC t Orpi, vyith proof ()( r_,44 f lrt elruj, prpof Approved for use outside HVHZ. Yes ot (rr",Pecljort pdl Impact Resistant: N/A 1`115279 R5 C, CAC W3 listino Inreltek0f Design pressure: +20 PSF/- 21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for Ftlj 5' 9 K5_Jt101 3r)u-rfevj2,P(1l` windborne debris regions, The product without glazing DOFS i Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609. 1.4 FBC). Evaluation Reports Created by independent' Third Party: 15279.8 008 W4- 09 DSIE-1F171,: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ. Yes Impact. Resistant. No Design Pressure: + 28 PSF/ - 29 PSF Other: The OPTIONAL glazing available for this product 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODES W4 Garage Door Certification Agency Certificate fl, ` R5 C CCALettti with plod Of f,0111,10ct and pfoof RS f' A( W4 Quality Assurance Contract Expiration Date 05/211ZO28 3 of 7 4/15/ 20N, 5:17 PM Flovida Building Code Ofilitte llttps://www.floridahuiIdillg.Or'l/pr/pi-_Gipp__dti.aspx?piratlin7w(il""VX.., CTIP,e(S the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLI'3279 K5 It [0t,652-B-RevII.pdf windborne debris regions. The product without glazing DOES Verified by: Intertek Jesting Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609. 1 .4 FBC). Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE IF471: GD25P, (3allet-y/ArLi,,;tcy/Expressio(is. 2" Double -.skin Insulated FPS GR2SP, GD21-P, G1121-13, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. mir),) Single- AR21.,P, ED25P, ED21-P, 4302, FiDGC, Car (up to 9'0" wide) WINDCODER) W4 Garage Door 6202, SFC68, MFC68 Limits of Use Approved for use In HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18 PSF/-29 PST Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant: requirement for windborne debris regions, 15279, 10 010 W4-09 DSIU-IF171: 9200, 9201, 9203, HDP20, HDPF20, HDPL201 1200, 1201, 1203, 8200, uol' 6203 Limits of Use i Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure., +28 PSF/-29 PST Other, The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOFS Not meet the impact resistant requirement for windborne debris regions. The product without glazing DOFS comply with the impact resistant requirement for windborne debris regions (ref 1609,1.4 FBC). 1527911 0111 W4-09 DSILIO-11<479: Canyon Ridge/Biookstone Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure., 4 28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOFS comply with the impact resistant requirernent, for windborne debris regions (ref 1609. 1 .4 FBC). Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insppchon,pcif FLt5279--J(5--C-,CAC ,W4. LISUng Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc, Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga, rnin.; interior skin 27 qa. ffllo.) Slagle Car (LIP to 9'0" Wide) WINDCODE(P) W4 Garage, Door Certification Agency Certificate FL15i 79 R5, C AG, Letter with T)roof of contract and Proof of irspecticii,pcif IT I-,? /) R5C ("A(VJ4 I ISI,inq Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions J- 1-15279 R5 IT I04183-Rev01,p,,If Verified 13y: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent'rhird Party: Double Skin Insulated PUR (exterior skin 27 ga, ruin.; Interior skin 27ga. rnin.) with Overlay Singie•Car (up to 9'0" wide) WINDCODE40 W4 Garage Door Certification Agency Certificate FLASir 79 125 C CA(, [,Qtter with proof of contract and ploof of inspection' pdf FL15279, R5 C (,AC W4 Li,,ting Intertek,pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions IT-1 52,79_P5, 11 .1,04456 frev01j)(11' Verified By: Intertek Testing Services NA, Inc. Created by Independent 'Third Party: I Evaluation Reports Created by Independent Third Party: 15279A2 01. 2 W4-09 PAN-21`151: 73, TWO, Steel Pan (min. 25 ga.) Single -Car (LIP to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEC9 W4 Garage Door 426, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST1 GD55, GD5SV, GR5S, GR55V, ARSS, AR5SV, EDSS, FD5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL-15279-,,R5 C_CAC_Letter with Proof ofcoiltra;t ol'Ll proof Approved for use outside HVHZ: Yes of inspection.p(If Impact Resistant: No F1,15279 R5 C CAC W4 Listing Intertek.pLIf Design Pressure. 125 PSF/-32 PSF Quality Assurance Contract Expiration Date Other; The standard glazing available for this product 05/21/2028 meets tire wind load requirements of the building code but Installation Instructions DOFS NOT meet the Impact resistant requirement for FLI5279 R5, 11_300t59-B-RevWpdf windborne debris regions. Verified By: Intertek Testing Service-, NA, Inc. Created by Independent Third Patty: Evaluation Reports Created by Independent Third Party; 4 of- 7 1/ 15120 18, 5:17 PM Florida Building Code Online li(tps://www.floridabLlilding.org/pr/pi'.-app dt1.aspx?paraTn=wGFVX... 15279.13 013 W4 09 PAN-21`441; G4S,GS4, G41-, CIA, GD4S, GD4L, GR45, GR4L, G4SV, G54V, G4I-V, GLAV, GD4SV, GD4LV, GR45V, GR4LV, F4S, E41-, ED4S, FD41, F4SV, WV, ED45V, FD4LV, 554, SL-4, AR4S, A[01-, SS4V, SL4V, AR45V, AR41_V Limits of Use Approved for use In HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure, +25 PSF/-32 PSF Other; -the standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Gallery/Artistry/Expressions: Steel Pon (min. 24 go.) Single - Car (up to 9'0" wide) WINDCODE(i W4 Garage Door Certification Agency Certificate F1,15279 Ka (, CAQ, yvitti proof of (,ontiact jnq of im"pect(on,p(if FI-1,5271,)i R5 (,-,CA(., VV4, tisting Quality Assurance Contract Expiration Date 05121/20M Installation Instructions RM79 R5, 11, T0348()-0-ReyQB,pd( Verified By: Intertek 'Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 15279.14 i 014 W4 09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Oveddy Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODEot) W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fl CAC LeLlQr with proof of c0ritta(A and proof I Approved for use outside "VIFIZ. Yes of Impact Resistant; N/A FIA)279_R5 (;_CAC W40sting Inteikek,pr1l' Design Pressure: 1-25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2026 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FM09 TO-Jl 10.J!50]i KQA)6-pdf windborne debris regions. The product without glazing DOES Verified by: Intertek le -sting Services NA, Inc,, comply with The impart resistant requirement for windborne Created by Independent Third Party debris regions (ref t609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 152/9.15 015 W4-16 DSIE,IFI71: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. ruin.; 4301, 4310, 4400, 4401, HDG, interior skin 21 go. min.) Double Cat, (97' to 16'0" wide) HDGL., HDGF, 66, 66G, 67, 67G, 68, WINDCODFCR) W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure. +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279,16 016 W4-16 DSIE-IF471: GD2SP, GR25P, GD21-P, GR2LP, AR2SP, AR21-P, ED2SP, FD21 P, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: 1-25.5 PSF/-25.5 PSF Other: The standard glazing available for this Product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279,17 017 W4-16 DS[EO-IF479: COaCho'lan/Settlers/Affinity Certification Agency Certificate Ftj`279,R5,(] CAC t.et,tpr vtth hip f f cantr4 t artd proof of H-15279 R5 C CAC,W4, (i5(ing jnt ilq Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL152/9 R5 Verified by: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double skin Insulated EPS exterior skin 27 ga, min.; Interior skin 27 go. min.) Double - Cat, (97' up to TWO" wide) WINDCODF(R) W4 Garage Door Certification Agency Certificate FI-15279 115 C, _CAC Letter with proof of con(Iract and proof pf nsper:Uqn.pelf FL15279, RS, C, C,AC`, W4 tj*t!nq Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 go. min,; interior skit) 279a. min.) with Overlay Double -Car (tip to 16'0" wide) WINDCODE(jo W4 Garage Door ot'7 415/2018, 5:17 I'M Florida Building (7,ode Online Iii(ps://www.tlorid,,ibuildiiig,ot-gfpi-/pr app Limits of Use Approved for use In HVHZ, No Approved for use outside "VHZ. Yes Impact Resistant: N/A Design Pressure. +2.5 P5F/-25 PSF Otherr The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris repons. The product without glazing DOF comply with the impact resistant requirement for windborne debris regions (ref 1609.1,4 FBC). 15279,18 018 W4-16 DSJU-1F171: 9200, 9201, 9203, HDP,?O, HDPF20, IDPL20, 7200, 7201, 7203, 8200, 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant; N/A oesign Pressure: t25,5 Psr/-25_5 PST, Other* The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,14 FBC). 15279.19 019 W4-16 DSIUO-IK479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZt No Approved for use outside HVIi Yes Impact Resistant: N/A Design Pressure: -125.5 PSF/ -25,5 PSF Other; The 0111 IONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.t,4 FBC). 152/9.20 020 W4, 16 PAN -2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RSU, 6RST, 4RSF, 6115F, GDSS, G()5SV, G115S, QR.55V, AR5$, AR5SV, ED55, EDSSV Limits of Use Approved for use In HVHZ; No Approved for use outside HVHZ,. Yes Impact Resistant. No Design Pressure: -f 24 PSF/-24. 5 PST Other; The, standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions_ Go to Page 0 Certification Agency Certificate V1,15279 R5,C_GAC,_1LcLtcr with pruot orrind pruot f Inspection,j)(If F1,15279 R5 Q. CAC. W,I u,Imq1n(ertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Fl 15279 R5 If 103046 Rev0-/,pd-' Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent -third Party: Double -skin Insulated PUR (exterior skin 27 ga. run.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODECR) W4 Garage Door Certification Agency Certificate FL1,5279 It5 (7, CAC Letter wMi prod of contfoct and proor of inspection,pcif Ft,15279 R5 C CAC W,I [isling lnLerte+,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions 1`115279 R5 11 104169-RevOl,pdf Verified By: Intertek Testing Set -vices NA, Inc. Created by Independent: Third Party: Evaluation Reports Created by Independent Third Party: DoubleSkin Insulated PUR (exterior skit) 27 cla, ruin.; interior skin 27ga. min.) with Overlay Double Car (97' to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate F1,15279 R5 C CAC Lenet w,th proof of conuact and ploof of frspectron.pdf FL15279 R5 C (ACI W4 i,isting Intertek,fidf Quality Assurance Contract Expiration Date wi/21/20'm Installation Instructions FL.152791 P5 Verified by: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Part (min. 25 ga,) bauble -Car (9'2" to WO" wide) WINDCODEIDq W4 Garage Door Certification Agency Certificate FL,15279 R,15 C CAC LetW with_proof of contio,-t and proof of rnspeWorl,pOf l%1_152.71) 125 C CK, W4 tfsting JntQrtek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions 1`1 15 1/9 Its It JUIM E, Rr"YI5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 40 10 Page I / 8 * 0 Q)rtu.k W5 1: ?TtotfqJ159w.247 10 2-4 The Sui(e of FUrcW is an AA/FF0 employer. Qoqypript Z4j07-_291 3 %o 1,40n rr',nt ofjij, 5tj tgfrigFji Under 1`1011da law, Mail Addresses are Pbitc, reecords. 11 you do Mt want your (,,-Mag address rvtleased to respome to a public-nCords tequeqr, do not Send tlectronr 6 of 7 4! 1 5,1201 8, 5 : 17 I'M Florida Buiidinc,M Code Online littps://w,,vw,tlori(i,,tl.)uiIdirig.or,<,,/I)r/I)r--app,_dti.aspx'?par~aiii=wGEVX,., mat to this entity. Instead, contact the Office by phone or by tradittonal mail. Ifyou have any questions, please contact 850.4417A395. *Pursuaot to Section 455.275(1), Flunda Statutes, effective October 1, 2012, kensees licensed order Chapter 455, F.S. must provide the DepartmenL with an erriall address W(hey have One The emuns; provided may be used for official communication wait the licensee_However email addresses are public rerard It you do ?lot Wish to supply a personal address, please provide the Department with an entail address which can be made available to the public. In determine ff you are a licensee under Chapter 455, F.S., please Click lti:rt . PMdt"I Appval Aepts: M,--. 1"t'Z] 10ro1 1 mM Credit Card Safe 7 of 7 4,115/2018, 5:17 I'M 9ma wur s V .13(SR TAM1 sLAwp T,t'I. iacAcoO i• A i is4rs `- — A L gvo-aa4t ouHmoE +atm tArx rnmoN wswe a+car zvsm-aMrt: sue+. •Cam no c• "s9F '-=- scm ausv-zv¢t +s >9sa aavieo s. M61+a 114'Wa' asssruwec3eAsx3 0 SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION :£TAIL 'A" AND STANDARD CONSTRUCT DETAIL '8*; TRACK AND JAMB OE-AiES, SHEET 1 OF 2 I0/21/45 1A11 0 M/N 4F tt •elm AOM r 1ae.bE Ewaoss Ooav15. 3 j9f2A1A IUPAAim woe TAVI£. _ a #I^ax2 RIDA A' SPEEA TASa -W "CF7-10. OpTo. L GLAZING MAY SE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION S-B FOR OETXLS. MAX. STANOARO SIZE IS 42-?/2'x16', IMPACT RESISTANT GLAZING IS m Aa w3M vv S ,CFMiffi m SOA A(AI #ItM PAIFMES TQG-t -AC SYSiaM i(10a. BtPipf 4 ^EMRN). 3- TALL U-8AR a ff_M N A A IjQE '1 t3 ) 20 1 Ak GALY. S--F-1 MIN, YEIL.D STRENGTN: `.O KSi Y 4eaxr+ 11L., nIo cwa t. Iwo „ roa , oaw 1-2/a" asw r..ns 12 CX GATT ;4ED TOP yy „ ROLLER BRACKET. EACH 1 ;g14.5/8 ASHCTID ltlETALi SHIP LAP JON[TS. 9:..R£'A6. 1I m j 14 GA, GAL.`J. ROLLERNE Ham. 3# EACH HiN{c FASTENED T9 £NII STILES WCH i4) JI4x5/8' SFItT METAL SCREWS AND (4) 1/4'x3/4' SELF TAP124RG SCREWS, SEE VIEW 'B'. I# DENSITY POLYSi YR£NE FOAM WS iLADON 1-5/16- T rA: WITH YINYL :4AIRC£LL SACKER (INSULATED MODELS ONLY) 3' TAIL s 20 G0. GALY. STEEL U-SARS N 2S GA MIN, GALY. STEEL SKINON 2-1-2-1 PATTERN {I.£. TWO U-2ARS ONB070MSECTION, ONE U-BAR ON NEXT W17H A SHED -ON PRIMER, SECTION. ETC.). EACH U-eAR ATTACHED AND A SAKEO-ON POLYESTER Yr1Th (2) 1 SELF TAPPING SCREWS TOPCOATAPPUEDOBOTHPERST;LELOCRTON. SIDESOfSTEELSKIN. E ' DEssN ENCU4F£.3, WJO( MCSIEfliiE4c. P.E.; R. ORICAP.E. 14a"S, i R0 P.& /256b2. TEAS P.E. J91513 _ 13 GA GALY. STEM. BOTTOM BRACKET, ATTACHED' WITH {2) j14.5f9' SHE- MEAL. SCREWS. ALUMINUM EXTRUSION UNYL WEATr6RSTRIP. DESfCN LOADS: +24,0 PSF & -24.5 PSF TEST LOADS; +.:6A PSF & -37.3 PSF I vsntw'9 ,RATI alux. ' R si2fs Um 1 l+ C: PAN-2F153 Nt "7 6'A'W x ifi'Q'H t / 3/97 0ESC3l9>TIO^4 SIC AND cI' l RP STEEL PAN lBuilding Products u a+r& Z;bjAC DOVSLE-CAR, ls'w +24/-24.5 RSF 513) 770-4600 m—m. mmx;A :'ER, CzaTrH CIA ascxE sr= MkVW j T01711 8C sua r r a W ac avw iarx 9a nc tauswq A6DA +G ,z at Am+w mam c. » wa1 ,x xr v ., r auws3 ou saa. n Her 9ooe saL 4Ao 47 nsnc ..oays¢ Y4!N nl. aWurtt 5s. w.wsl[o Lt. D #.49 At Lt t a era Is n D" 2!r 'M M MRM. WCOM $= a 01 tT Caam 12400 m Lai.owca* w v CL A -PA apag". 9.II. -= 1K4.4@D MM ZVCtM. AMC,= Jig 9E nGmAtGAMOYCml 0, I oma 11 — C wv AsnrNlp ow mww Um 00 SMI 5 m ;m IMPACT RESISTANT ASSEMaLY DETAILS DRAMAMO 10 171 1 -A I.) saocwm im mm Mi%t1eK 56tK^f-R6 w CLA2#K tl PM-VOO.Vt nW fWA9 ARn Qla- 6 LF ax. fW,32i, Afi A -ow MOM TICELPffi MMA33EMW VWW W CO%K—E cans ui+ grawlew' s W lwm. a"" aw.0m S-,AND4ROASSEWLY DETAILS i i DRAWING 101711 -0 1 tNON-JML-A," T —NG nor "WE 6 GUMRQ.0m V0100ERa V4` PM W-C Smw J ZWACftt UM ftA3. ftR CM OA UXM m:,4W. of amoOORAwow, aduun * c—.-wr WTM $WDM WalS TW WO IM REQURDAMM of Im mm" I%AC cm DR lltSAMAIfUftl C uEm pm.** cKwm 's SHEET 2 OF 2 ASnNM ( OW K. 'AI) aNfK a-- r= r-= — Ems ENGWEER, mkw *CS. Lam, P„L 146w, C P.#23=, D'As ' L 091513 Clepay I= ing Products MASON, of, Zsc+D WI-E rwx o3WGURA'I0H AWIrTW DOOR OPV4W. DOES W, AFFECT THE WNO LOAD RAT040 OF THS DOUR. fm M W L SCRM. Q Sri r iticY, Tom` ad ac utX $7M TPJpc SA..El wwoww,c "ww w 1m 1 fftic EACH FASWO 70 m= J; mm F 2' , VM TWZk J11VLwNlop ?P 9CX w noes azs MWTpl ACW co i FACMV R Um F RM DESIGN LOADS. +24,0 PSF & - 2C5 PSC TEST LOADS: -35,C PS' & - 37.0 PSFUPC: FAN-F!53 16VIN 1 /3/97 v-=RPrz- c? ASq c ANr, CH RP STEEL PAN ntnvR Pi DOVKE-GAR, WIN + 2*/-24,z ps, JAC CPC " vww Ei 1Cl 711 i B i il9c Florida Building Code Online litti)s:llwww.flori(lat)tjil(ling,orglpi-lpi-_al)p_dtl.aspx?paraiii=wcil.'VX... BCU3 140ffle, Log In User Reg(smion Hnr Forit(s Submit Surcharge Slats >§ Pacts PutknWas FEC Staff FkCM SO Map Lnks Search b')ProfJuct Approval USFR: Public, User, d pr Pmch!' t A"pm"Jl 141"', P-6,,O APPlikation Datatl RRIN FL # FLI 7499 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bshlinger@miwd.corn Authorized Signature Brent Sitlinger bsttlfnger@rniwd.cor'n Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hong Compliance method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 9ADIJAV-0, Y"Y AAMA 506 2011 AAMA/WDMA/CSA 101/1.S,2/A440 NO AAMA/WDMA/CSA 10111,S,2/A440 2011 Equivalence of Product Standards Cer(Irled By Product Approval Method Method I Option A I of 4 4/ 13/20 1,4. T05 AM Florida Building Code Online hilps://www.flori(labtii[diitg,oi-g/pi,/pi-al)p dtl.aspx?pararn=wGEVX... Date Submitted 01/15/2018 Date Validated 01/15/2018 Date Pending FBC Approval Date Approved 01/21/2018 Summary of Products FL # Model, Number or Name 17499.1 185 SH Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ. Yes Impact Resistant, Yes Design Pressure,, 1 55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 17499,2 185 sit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure; 160/.60 Other: R-PG60 17499.3 185 SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure- +60/-60 Other: R-PG60* 17499.4 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: .+ 60/-67 Othert R-PG60* Description 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate H, 1 /499 tO i',A('-' 1`41 Wtn(,k)ws 116 $h (tr) jpipoq HA7491) R3 ('_(,,A(, N11 I WS SH (Flij) jqlpact F1, 1 /499 R3 C CAC MI iV nckwq, - 181-) >fi (Hort-ge) In paj D).P(lf ru 7499 R3 (' (,AQ I'll Vtrvjpwg - I £95 SH jlalflq€'j jrnfraq Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions Fi 1149 R,1 ."',prjt802 Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports H 17499, R3 AF `a13321p-),jj(ff Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate r-1j7499,_R,-3 C C CAr', MI Wv2(k1'w,,, 185 $tj (rip) (jj),pof F1,17499,R3 c (AC MI Wwdows sli (Fin) (12)pdf 00)'Of Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions H-I /499 R3, 11 08 02!1)4 k13'pdf Verified By: Luis R Lomas PE-62514 Created by Independent third Party: Yes Evaluation Reports FL17,199113,AF Created by Independent Third Party: Yes Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FIA/499 R3 C CAC 5H (H('; Fl,j /491i W1 ('AL' 1,11 wlr+d!Qyv: 185 H (1`111) (H)'pdf 11,17499 R'3 CCAIIwlndr)Y s - 185 Sri (F In) (14j.1)d( t- 0 /499 K) is AC t1l IWlwil,w - 185 Sit (Fldnw) Quality Assurance Contract Expiration Date 1011712018 Installation Instructions R3 It 08 0255013pdf Verified By; Luis R Lomas PE 62514 Created by Independent Third Patty: Yes Evaluation Reports Fl 17499 R3 AC„,_ Created by Independent'l-hird Party: Yes 3601 Fin, Finless, Flange Frame IG Single liong Certification Agency Certificate H 17,199 ili (,A', APC H040 Qj,-I()9-4/ K0 JtV-iSH 04 512)'pdf Quality Assurance Contract Expiration Date U4/ 25/2022 Installation Instructions 2 ot'4 4,, 13/2018, 7:05 AM Florida Building Code Online I)ttt)s:/,/wwvw.floridabuilditig.oi-g/pr/pr__app _(Itl.aspx'?pii,iffl=WGFVX.,. 17499.5 185 SH Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: .1 55/-55 Other: R-PG55, Missile Level D, Wind Zone 3, Class to be bedded in Pecora 896 sealant. 17499,6 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: 160/-60 Other, R-PG60 17499,7 185 Triple SH Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +50/-50 Other: R-PG50* FLI/499 R3 It 08-03103,pff Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports FLI7,199 RJ AF 514E)82.p(jt Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG bripact Single Ilurig Certification Agency Certificate FL17499 113,,C CAC MIWindows ws sii (r,n) impact Q FLI 149fa iUC CAC 1`11 Windwwvs 185 SH (Fin) jp)patt 3) . p0- FL17,199 R. C, CAC FIT Window,' - 185 SH (Flange) Jfnpact i 2),pdf 1-1,17499 R3 C CA(: Nf Alindows J85 f;H ffl nge) jmpa,'j 5)L)df Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions R-17499 Verified By; Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports 53 3320[3- J,p(f Created by Independent'Third Party: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Agency Certificate H-17499 R3 C CA(,,, 474W 181 Sli(FLG MG 141A 52 1 MJ4 R60(.100918).pof F4,17499 R3 C CAC; FIJ USinciotii4 . 185 $H (fin', (JG),pnt F-1-1 7499 R3 'C CAQ R11 Wmdk'kv' 185 "Al (f ln'? (9).pdf Fj_j 7499 ' R3 C, CAC_rjj 185 !itl (riange" (9),ndf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FLt7499, R:.f i[ Q0254(,P1 2,p,,ff Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports ft17459 F33 AF_513322j3,2.p(,'If Created by Independent Third Party: Yes I1IxI2 Fin Frame IG/SG Single Hung 11002 Flange Fraine iIG/SG Single Hung Certification Agency Certificate F( J'/499, R-I C CA(,_,Flf Wiw,'k)ws - 1Li5 1,31-1 Tiipk, R- 17499 R3 C, (AC.J,11 Win(jow,,i, - tE)S Sit Inple rfm) FLI7499 R3 CCACMI ,Vmddays , Jii!> LAI firipie (Flan Po) 3), pdf 1' 1 1.1499 tt,,i (I CAC Fit Windo%w; 185 ati Iliple 4), Pdf Quality Assurance Contract Expiration Date 1, 0/20/2016 Installation Instructions F437499 R3 11 08-04_54£1B.pklf Verified By: Luis R Lomas PE 62514 Created by Independent Third Patty: Yes Evaluation Reports HJ/ 499 I23AE 5I,332413-GLd' Created by Independent Third Party, Yes 17499. 8 185 Twin SIT 106x72 Fit) Frame IG/SG Single Hung 105x72 Flange Frarne, IG/ 5G Single Flung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1`0 7-199 P-3 C CAC P-11 windows - 185 Sri ("kin (Fin) Approved for use outside HVHZ: Yes (3)'pdf Impact Resistant: No FL17499 R3 C CAC FIT Window, - 165 5H 'resin (Fin) Design Pressure: 4-45/-45 (1 Or Other: R-PG45 H-17,199 tZ3 C CAC M1 Wmu(,',w 18"; Sit Pwo 3). P(If 3 of 4 13 Y'20 18, 7105 AM Florida Building Code Online littps://www.flori(labitildirig,org/pi-/pr app—(Itl.asl)x'?pai-alli=w(,Il-'VX... f-t" t 7-199 R'i f-1 (:aic V1I Vqmiji)ws - I Sit I-WIft (FIat lg) 4) p(If Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions Ffl ?499"RT 1[ '00-94144 M- /.Pv Verified by: Luis R Lomas PE-62514 Created by Independent Mild Party; Yes Evaluation Reports FLI/ 499 R4 Created by Independent Third Party: Yes Back] Jiaxtj COJAKIII- ps Thi,- State off, boda is an AA/f'Memployer CQUIlght2,99-7,20,135tabe aft Florida, N!ilfnal Suat'mwni; urine, Florida law' email dddressea are, public records. If you ,to not want your a mat address released in renponsu to a Publv,-records request, (to rot send electronic mail to this entity. Instead, contact the oW.eby phone or by traditional mall. if you have doV qu"Ouns, please contact 850.467. 1395.-pounjam to section 455,275(1), Florida Statutes, Qfft--ct"e October 1, 2012. licensees i-rensed under Chapter 455, F.S. must Pr)vi(le the Department with an email address if they have one. The entails Provided may be used for ofeclaJ communication with the 11COn."e However email addresses are public record. If you do not wash to supply a personaladdress, Please Provide the. Department with an emad address which can be made avall"bl'- In the PUIDW 10 determine It You are a licensee under C!laoner 455, F3., please click hpfS Product Approval Acceptau M— In 10 Fi t M Credit ( at(] Safe 4 of 4 4t1 3/2018, T05 AM c 7 AND M,;1S-NR' C&S -0 TOCTn gKWW AND WWW' AnmG S E S `P'1f',,,1',',L- ANK itm A 3AK 7"ums V 1AS ',AN 1 - 1/v loan, v s MOT H W=nmcE Am- vm."TAEOS Q?Wny MC V W Rt WON W21 QKRSF S ' -/2' A GREA----a, E-jiCX E37 3S 'MA 0 YZ97 WWO BAK N AUM&NOF W 6 &TYP f UN E IN "p LOW OR vvy_s AA- K svnv_z vA"W. _v 1 VHS 5"" Nd`;-C,4 -A'- snpx- I PRCY DO 8 OR F N NYX WN SAM AS VnnD 60; NSTA S-' AS ,7 SN" R OCOIS IMMUM 6-OWAST, SH M SOCK :0 A 9 & WS RAO 3E nW71 AWn! An VRE 00Y VA771,5 nG M"ESS ZMWL A U 47 MA' H 54H5 OR AYV f 7 MD"4 nk W7 S. 17 OR GOSS DTA&- S' TTV j_0ZL?Q 7A T PRZvO N WND FS IN X7 NOT OSWC OV A ant S; OF 0=1 SUMS OCAR " C-ORS n '---,;W% D NSTAA-7 S"E- NC HKINV4 AS & 0% DFA AS ORA Qm ZMH 0 0=07 X&I VXnO 0 QCW-N VIW AM ATM 2FAT VT WBV07 WCYj AW- CAS IS SXMN N q -XnMS AM - AZ,. 714, E 0: VrQ YRAX-L -a M SMS OR SU S C Rv 57TOR R- XAQ "Cms AS Town N OvC70 mc NTA-on!,4 A W74% Q RF NVA-41-!" N ANC QPS 51, -,L- H NE-A--Z N ACCSPDiINC- W;-- VAY.ERI SS",W?CN NYnCnW AV AWOKE On, %W 3E K: N TArNT v 4 rKNO-S -Ir %4i10111,;v S AENC SPE,-`-D =E"`, 1 W=0 VA, I2 73 NORE'E COMPRF-SN, 2"C-C 2 MAKNRY OOoq= Ej ncQ -Ev A57V cy '" 1--2Qzc0, Avv_Y, 0 'AA V% C T? 57En 000 Cc&! PAYS 4--nK5, OR g.smm ea" z -,On no K m"Wm SIGNED: 12142017 M! ENLCOWS ANID 0"C')CRS, LLIC 65f3 NES' YA I(E7 S-,;E-,'T GPATZ, PA 1, 7030-0370 SERIES 185 ALIMJNJM S)NGL- JNC- WNDOW 51 2" X 722" N- 31N-MPACT T A7E OF ti 08-02549 s N7 12/29/14 11 L MAERM LAMS - F FL No,: 52514 2' J.2' C' v^ 2 "!AXM14Y. 2' ',',AY T:--- 41 M4x mAx AX- - - — ------ ---- Al", - J --- - - ----- 17- 185 ALLIMINAf SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EX'TEMOP VIEW DESIGNER EXTERIOR VIEW FLANGE A FINLESS INSTA,1A TION FLANGE & FINLESS WSTALLA 'ION SEE GHAPTO FOR SMA—lEq JMTS PEOU,REC ANCHORS SEECiRAF-1#1 FORSAMUER UNi7S REQUhRED ANCHORS 0---,5iGN PRESSURE RATING MIFRCT RATING 60, OPSF NONE HAi; DMAfE SCI-EDULE METAL SWEEP LOOK A- 8" =R3V EACH END MEETIMG RAIL 8La,XA,4,D TACKLE BALANCE AT JAMBS OATE Hop SPA7 llc CHART#1 V11 WINDOWS AIND DOORS, LLC 650 WEST MARKET STREF GRATZ, PA, 1,7030-0370 SEPILS t85 AUlWNUM SINGLE HUNG WINDOW f2' X 72 NON IMPACT F-ANG--- & TJNLESS ELEVA7,ONS P7038-0,2549 9/14 1 2 0F L. AOSERTO LOVAS A,E 1,32 'eK'lWF-'ZRD RD ALOrTSV&! M- 27023 SIGNED; 12/7412017 lR L m-'s F" No,: 62 14 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW A tNSTAI F-Ar WSTA1-1, A -IaN S*EECHART #2FOR Sr%4AiiE,lUNITS ,PE-,';t1'IRF.,7A,W,,'IG,RS SEE CHART,* FOR SMALLIEP DE";GN nAESSURF PATiNG A4PACT RATING 60,0PSF ACNE HARDWARE SCHEDULE V N'C kz METAL SWEEP'OCK AT - FROV, EACH = N`7EPrUR MEET-,,7%C- RAIL 44;Nc -7 CHART#2 Number of anchor locations required Frame Frame Width ( in) Height in) 18. 00 24. 00 1 30.00 XOO 42,00 1 48.00 52.00 H 8 STJambi & S Jamb HA S Jamb H & S Jamb H&SjJamb jH4S Jamb H&SIJamb 24.00 3 3 3 3 4 3 5 3 5 6 3 6 3 30.00 3 4 3 4 4 4 4 j 4 5 4 6 4 36,00 a 5 3 4 A 5 5 42OO 3 5 3 4 6 5 6 6 48.00 3 6 3 5 4 i 6 5 6 5 6 6 6 6 UOO 6 i,--- 6 5 6 6 6 8 5 6 50.00 7 4 5 7 B7 c 68.00 1 3 8 3 8 4 8 1 z 72, 00 3 8 3 8 4 8 5 1 8 1 5 6 6 8 6 8 SIGNED: 1211412017 211412017 V ' WINCIOWS ANCDOORS, C 6-0 NTS- MARYET ST;R--E7 PA F v IRA7Z, S 135 A-JMINUM S NGLC HUNG 'W;NLDCWir•A X 72 NON -imP4CT It Z: TAT_ OF 0, N-S i2li2cl' 14 3 OF L. RCBERTOtCAIASPE Lu:s P. Lofnos --.E, 432ACCOFOP0:1D msvv EqC27-vz L ;o,: 625,4 PCFVSIACNC & 0- 2y, :X H— MAX ArJ vX, 7 INTERIOR INTERIOR 44 EX TEWR EXTERIORJAMS INSTALLATION DETA!L WOOD FRAMING OR 2X PUCK INSTAUATION 9 J- 4t l QVERTICAL CRC) SS SECTION N107ES: 1, IN TER! ORAN O EXTERX-45 FINISHES, BY 0—iHERS, NO TISHOWN OPCdARi—,Y, 2 PEMMETER AND JOIA—SEALANT SY CTHERS 7CBE DESIGNEV IN ACCORDANCE WITH AS TAI E2112 SIGNED: 121'14, 12017 MlIMN-DOWS AND DOORS, nC W.""W i 650 'WEST MARKET STRUT S E GRA-"Z- PA 7330v37wyG3pzo51 S R1, ES - 7,85MALUVINJMSINGLEHUNGNDOW52" X 72" NaIN-IMPA- ZIF FLANGE INETAL-,t,7;DN :)-- 7A33 4TAT OFA. 08-02 49 S is P. F.E, N' S 1"' 12/22q/ 14 4 OF 1 L. RCGERTO LOWS P. E 143r W110CIPOIRC, R l I- E AFL' M2 1 omcs F;- Nc.: 62514 C SmT DP INTERIOR EXTERIOR 4, m';,x VERTICAL CROSS SEC71ON METAL STRUC7UPE 1NS7AL-lA7,''N NOTES 1, B"'OTHERS. A,' CT SHCVM FOR CLAPf,Y 2 ' ERIMETE5 AND jCINT SEALANT BY 0—EPS 70 BE DIESC- NEO W ACCCIROANCEIMTH AS TM E2112 INTERIOR EX ERfiOR ST I"LAN- JAW INSTALLATION DETAIL METAL STRUCTURE WSTALLATfON SIGNED: 12r74/2017 W, VVINDOWS AND COORS. LLC 650 ' WFS- MAP STREE7 P-' ! 7030-037C. GPA7Z, KRIES 185 AL'jM2,,'4UM SINGLE li;-'NG WiNDOW 0 5 2" X 72" NON -IMPACT 4 ZiQ: - 7--A,GE !NSTAL A-!C'l :li7AiL-- I OF- 44 4R 610W AL1111NHWNN NTS143: wrC`L aPL RD LFK7SVIL NC 270Z--1 FL NO.: 52514 2 1 V, 7 4' MAX EXTERIOR VERTICAL CROSS SECTION ONaqETF,*MASONRYINS7-A-,'-LA-,7,-,N NOTES 1 fWERIOP ANC'EXT—ER;ORFINISHES, By OTHERS NOTS110AVIV FOR CLARtTY, 2. PERIW q ANLD JOP,', SEAi AN'i BY OTHERSHERS 70 43E OES;GNED IN ACCORDANCE WITH AS TV, E2112 SIGNED: 12/1412017 M,;! WINDOWS AND DOORS. LLC- E50 WEST MARKET STR7-t-T GP47Z, PA 17030 -0370 Mll!//// X I F, L 6 /// v 4,r X, raLa '85 ALUMINUM SNGLE HJNG WINDOW Z: o`* 2X 72NO-- LA-NOWPACT IN, SALlN DEAHLS07 i V7A- FLANGE40 RIDA 1- II I 11 N. G. . 0'8-02549N-s I 2/2q/ 4 r, OF ,I BOBER, 432 Rl LEK73VUE, Nn 27CZi uis F. Lomas P.E. 4 VERTICAL CROSS SECTION WOOD FPAM1VG CIR 2X Si;CK ^ST.AUA TON NOTES: 1, W7ERCP AND EXTERKOR j'N;SNFS, BY 07,=4EPS, NOT SHOWN FCPC; A,1?17-Y Z. P5,9iMETER , AND JOIN T SEA LAV 7 ' Y 0-,r-fE;qS 7D 3E DESIGNEE,'N ACCORLANCB WITH ASTNI E21 :2 A RE,ISE' NCHICP: PAC NC x, 4, V, INTERIOP RE "I EXTERIOR 2x jAj'JS INSTALLATION DETAIL WOOD FRAMING OR -X BOOK fNST,4iZATJaV SIGNED: 112174,2017 W; INNEOWS C)01107-s. LLC 650 'NEST MARKET S7R 7 R, L SERIE'S 155; ALUViNLM S N,LE WJNG WIN:)01111 11. 12" X 72 NGN-WPACT i'4—ESZS 'NSTA LATION DE-7A;-S STATEOF 'Z,2 RIOt N,n 08-02549 ZONAL 4— 2/29- -7 CF' I 3? wcic&Fl.Nlz Fo Ewlsv!L-LE Nc 27.21 L;i5 R. Lor,,os P.E. 7L N c 625144,'4-6w,0&29 A- S",^ kN VERTICAL CROSS SECTION METAL STRJCTURi: INSTAL LATAaN NOTES WTERJOR AND EXTER0P FbMSHES, BY CTNERS, NCT SHOVA;:OR CLARITY 2 PERIMETER AND JOINT SEALANT FY OTHERS TC BE DIESiGNEO IN AC:70RDANCE W, TH ASTV E2 I ; 2 2 St-Jll S!K S"7 BF INTEARJOR V- EXTEPIOR M- JAMB INSTALLATION DETAIL METAL STRUOTJRE W$TALLAT;0N SIGNED: 12114,12017 V,, WINDOWS AND DOORS, LLC 650 WEST MAPKET S-K-7-• R, L GRATZ, FA P ;-,-S 135, A-UMINUM. SINGLE HUNv WINDOW 52- X 72" NON-I IPAIT 0 5' i; INSTALLA-43", HTA,LS GFiNL'L-SS 4A7 0 4" R.U. 08-02549 Al Lomas143ZYf000FORDRDLW.I;VP -- XZ?7023 FL Nc.: 62,514434-W0,109 4a-ws@41=a", H, r._., ,r ,., x , ri 7 c k ,/a t. t INTERIOR INTERIOR EXTERIOR EXTERIOR f ' JAMB INS TAL_L_ATiON DETAIL CNCHET E4f4$C'NHY!NSTALLATiON CF ^rC7cS NOT St+GCLARITY HtFhVJSt' ES.3YGFN£RS. vYN FOP? " , <, PERMETER AND JOIN 71 SEALAN7Ev CTHE,7S TO HE OESIONED iN ACCORDANCE WITH H ASTM E2112 SIGNED: 0 z7 z 650 WEST MARKET REE7 7030v370 NCEVS'-, p SEp S 83 A U MENU S NG E H NG Witi00W , 52X 72" 1u, MFAC j t3NL S ihS?ALLA. ION OLTAiLS 2 U r7A1L OF t VERTICAL CROSS SECTION Ai- N vtA 4N INS. AL+A.,_,?.+ Pd:S 12/2 3/ 9 . rLOVASP._. Laic R. '_omos F.E, re?2 NOODFORD PCLFMSVZL_=AC 17G73 : w2J'C g3,68306vG5 ras?kicrrzes?.cw^ _ PPRC','F) —_ t' s i E ?' - 7 T INTERIOR VERTICAL CROSS SECTION' IN57ALLATION v SPACE JAMS INSTALLATION DETAIL 3-u---K W- —ST-A—LWSJF.RAN{tNG OR e^X NCTES: iNTE,909 AMC, EX-'EROR FIVSHES, SY CMERS NOTSHOWN FOR CLARI'Tv Z PERIME— J=R AND JOWT SEALANTBY 07tI-DRS 70 BE DESIGAiEf W A; 00RDAMCE W T?,ASTJV El' if VWINDOWS ANC, DOORS, _ LC 650 WES-, MARKET S PH7 GPA7Z, pA 1,7030- C370 SERIES 155 A-UMINIUM SINGLE HiNG WIND00; 2' X 72" NON - IMPACT N JNS7'i.LL4Ti0N, Z1-7AI-S rlklolk N.0, 710 08- 02-549 RceES To --IMAS RE 432 WCOD-ORD RD L f,VtLLE SIGNED: 12114/2097 c 0 TATE OF A' Luis P. Lomas ?. E. L No.: 62514 FLANGE FRAME HEAD CM x8507 AL-")Vfl4U&l tj FLANGE FRAME SILL C*78502 AWIMINUM 6,163-T5 THICK GLAZING BEAD cwsyk— — R;GO PVC c5c, THr-K FLANGE FRAMEJAMB ALOMWUM 6u63- 75 050' -,,^4}CK FINLESS FRAME SILL CM- 1 Ia554ALUMINUM W63- 7v,055' THCK FINLESS FRAME HEAD AkUA& NVh4W63--15,,150' THICK SASH BOTTOM RAIL MEETING RAIL G7& 4 IF5Da ALUAWNVA4 S063-T-5,050'THICK AL. MNUM 60C,3- T5 . 055' TH;CK SASH STILE ALi2MINUU 5053-75,050' Ti-f,CK 2 3 FINLESS FRAME JAt,,18 0550- THUCK N N 7, YlN7E) c?l0P 7, GLAZING DETAIL Y,,! WiNDCWS AND DOORS, L " e5G ' WEST MARK STPEET GRA- Z, RA 17030-1037C — SERIES ! S5 ALUMiNUM SiNG1 - E Hi.Nr, WINDOW SL X 72" Nf,,N-!-VPAC7 0' 0,P0N'ENTS N- S 12/29/14 I ROPER70LOWS PE 7422 AC - FORD' RD L-MSVILLE NC 271123 SIGNED: 72,' 1412017 LL it I R. Lnorncs No.: , 8251 Florida f1iii1ding Code Online https:/, vwov,tlot-i(tabLlildiiig,ot,g/l)r/l)t-_ app BC Honle 1, 013 In User freqKtration Hot Topics Sut,1110 Surcharge Stars & Facts Publ"(10fis FBC Staff BOS SFre Map L41ks Search kdrDoProduct Approval USER: Pubik: theUser'. i7rUr} u¢t m"rq, I Appikjr I Application Detail jkgg "?, gggy gt,1441k FL A FL15349-RI0 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC arid/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Add ress/Pt ione/ Erna i1650 West Market Stmet Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinge. t,@)rniwcJ.coni Authorized Signature Brent Sitlinger Technical Representative Address/ Phone/Frnarl Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) $W&rd Ysarr AAMA 506 2011 AAMA/ WDMA/CSA 1011I.S. 2/A440 2008 Equivalence of Product Standards Certflred By Product Approval Method Method I Ophon A 1 01)-1/131,20187 7:21 AM Florida Building Code Online Date Submitted 0312612016 Date. Validated 03/26/20,tR Date Pending FBC Approval Date Approved 03/27/201,8 Summary of Products FL # 'Model, Number or Name Description 15349.1 185 PIN Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: (-W-PG60 15349.2 185 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-SS Other: R-PG55 73 x 72 Insulated Glass Certification Agency Certificate R 15349 R 1 1, 2 786,12 18 1 , Pdf Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions H-1 08-0235713pd( Verified By: Luis R. Lamas, RE 62514 Created by independent Third Party: Yes Evaluation Reports FL,15349__I2IO_AE:—,` 131246,pdf Created by Independent, Third Party: Yes, 1159 x 54 Triple CHS Insulated Glass Certification Agency Certificate 15350,,)df Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL15349 RI,10_[1108-0949,pof Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLI 5349_.RI0--AF_.[ 13/83.pdf 15349,3 185 PIN Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes, Impact Resistant. Yes Design Pressure, +55/-55 Other: FW-l-055, Missile Level D, Wind Zone 3, Glass consisted of 5/32" tempered exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent' Third Party: Yes 72 x 72 Insulated Laminated Glass Certification Agency Certificate FL15349 RIO C CAG APC I 5,V54,pd( Quality Assurance Contract Expiration Date 06/25/2021 Installation Instructions FI,j5319,Rj0,j1Qt5 02948,pdf Verified By: Luis R. Lomas, RE 62514 Created by Independent Third Party: Yes Evaluation Reports Created by independent Third Party: Yes 15349-4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No rt.,i F)3,19,-R I 0--C,AQ_ ',pdfAPC8272 Approved for use outside HVHZ: Yes It-153,49 RI C CA( ' ' APC 8273.ocff Impact Resistant. Yes Quality Assurance Contract Expiration Date Design Pressure: 155/ 55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3, Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" annealed FLA5349 J1,10,11., 08 016 HB,pdf 0,090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto I-Oroa!; 62,514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 Rio IAF,,' 511217813,pdf 0 eaLQd by Independent Third Party: Yes 15349.5 185 PIN Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I 0(,,-,(--AG11_APC 7962.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- Yes 12/05/2020 Design Pressure.- 1 55/-55 Installation Instructions Other: FIN-1-C95, Misslie Level D, Wind Zone 3. Glass F1.15349 RID It 08-Q,16131`1pcff consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solulzra Saflex H11 / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bile. Evaluation Reports 2of3 4, 13/2018, 7:2 1 ANI Florida Building Code Online btips:/t/www.floridalitjil(iiiig.oi-/pr/l)r r I, 1 5 w) R, Io 2 ? I /tr ,P(tf Created by Independent Third Party; Yes BLACK jNatit' i QQi1t4,U,U,5 &(R fSIt Yn. RQ01 lorqffift t,e% tLii239,!J pheiv: 09:447- The State of Fonda N an ANEW employer, !'Ireyo _CY5,-Mme"t Under Florida law, email addresses are public records. Ifyou lo not want your e-mag address releasedinresponse to a public -records request,do not send electrnnsr, mail to this entity. Instead, contact the office ey phone or by traditional mad, *Pursuant to Section 416,275(t), Florida Statutes, effective October 1, 2012, licenseeslicensed once, Chapter 455, r,G, musk provide theDepartment with do oridd address Ifthey have one. The emalls pmvKled may he used foroffictal Cominortcatiml with the lKiimsee. Vowevet email addresses are public record. It you do not wish to supply a personal address, please provide the Department win an email address which can he made available to the priplK;, lb determine t( you are a keosee or4er Chapter 455, F.5., Please Clak Product Approval Accoptno W rM Credit Gerd Safe3 of 4/ 13/ 20 18, 7:21 AM NOTES, 1 7, 4 0 UPEC 0 CCMR v tTH , E PRODU"CT SHOWN HEREIN S CESiGINED AND MANUFA T T L W-11, REGUIPEVENTS OF THE FLORIDA GUIL041413 CODE 2 'WOOD FRAMING AND MASCNRY OPENING TO BE DESIGNED' AND ANCHCRED TO PROPERLY TRANS A LjlRANII - I R ilu _5 L ,ADS -0 S7 UCI RZ, FRAMING AND MASONRY OPENING 'S THE RESPCNS;8ILT'I` OF THE ARCHJECT OF ENGiNEER OF RECORV, X BOOK CVER MASONR/CCNCRSTES OR_ONAL. 4. WHERE SHIM OR SUCK THICKNESS IS LESS THAN WINDOW UN17S MUST BE ANCHORED T'HROLCH, 7'HE ',7RAME IN ACCORDANCE WITH MANUFAI_7'_lREP*S PLSUSHEC NST'AL_ATiON iNSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECT N T MASONRY, CONCRsEOR OTI-iER STRUCTURAL SUBSTRA7E MATEPL, WHERE WOOD BUCK THICKNESS 1S 1-1/2- OR GREATER, BUCK SHALL BE SE URZLY FAS—,NEC 70 MASONRY, CONCRETE OR 07.-ER STRUC7URAi SiBSTRA-7. WINCINUNITS MAY BE ANCHORED 7HROUGH, FRAME 70 SEC'jRE0 WOODSUCK ;N ACCORDANCE WITH MANUFACTURER'S DUEL!SHED €NSTALUATiON INSTRUCTIONS. 6, WHERE ' X 6UC,,( S NOT ,SED DdSSimf,AP MA7ER'ALS V,3,'S7BE SEPARATED *-H, APPROVED COATING OR MEMBRANE, SELECTION OF COA-DNG ORMEMBRANE JS THE RESPONS"all-IT, OF THE ARCHITECT OR ENGINEER OF RECORD, allCKS SHALL Ex7END BEYOND WINO01W 'N7ER1OR FACES THAT FUL_ FRAME SUPPORT is FROIV!DE. B, FOR cli =N'S-AL• DQN SHIM AS NEEDED. FOR FRAME 1,NS-A-LATION SH;V AS REQUIRED AJ EACH NNCHOR LOCATiON *AI-H LOAD BEARING SHIM. SHIM, WHERE SPACE OF 1/16- OR A ,REA7, ERUC'URS, YAX:MUM ALLOWABLE SHIM STACK - TO BE 1/4-. g, SHIMS S-ALL BE LOCATED, AP -LIED AND MADE FROM MATERLALS AND THCKINESS CAPABLE OF SUSTAINING APDUCAELE LOADS. 10. I'V; ND LOADDURATION FACTOR Cd=1_6 WAS USED FOR WOOC ANCH0R CALCjLA`iiONS. 1, FRAMEMATERIAL; EXTRUDED ALIUMNNUM .5063-T5, 12, UNITS MUST BE GLAZED PER, ASTM E13000-04/09, APPROVED iMPAC7 PROTECTIVE S"S_7E'm !S RFQUIRFQFOR THIS FRODI-iOT IN *NOBORNE DE BRIS RF-, WNS, FOR, ANCHORING T1HROL; GH FIN INTO WOOD FRAMING OR 2X SUCK USE jr, WO00 SCREAS WI'H SIjFFICtENT _ ENCTH TO ACHIErc- A 1 7/4" M NDVUm EMSEOVENT INTO SUBSTRA-E. c IAT E - ANCHORS ASSHOWN lN ELEVATIONS AND INSTAL-ATiON CETALS, DATE lVASCO NSTAiLA- DON DE7A4LF j 06/0'/-S R.- iEASE) 14AME ANDADDRESS- 15 FOR XNCi-QRIING I_RCUGH, FRAME INTO *DOC FRAMING OR 2X BIjCK Vs4io WOOD SCREWS WITH C,'F--;C: ENT 70 ACHIEVE A 1 11/4" Mmm"m EMEEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN JN ELEVA70NS AND INSTALLATtON DETAILS, 15, FOR ANCHOR;INC THi. OUGH FRAME ?NTO MASONRY/CONCRE1 Z USE 3/16' 7APCONS *T-m SUFFOIEN7 LENGTH TO A;CHJEVE A 1 -/4- Mi%IMUM EMBEDMENT VTO SUBSTRA7E 'WlTii 2 1/2" MINIMUM E_:)GE DISTANCE. LOCATE ANCHORS AS S v Nh lN ELEJA`CNS AND NSTA,_LA7,lCN DETAILS. 7_ FOR ANCHORING THROUGH RAME INT';,' METAL S-RUCTURE USE #10 SMS CR SE'_F DRIL_NG SCREWS 41j37.H SUFF)CIEN7 uENGTII* TO ACHiEVE _7 THREADS MINIMUM SCYONC RUCTU,RE >NTERiOR '4AL-' 'LOCATE ANCHORSAS SHOWN ;N E_--VATIONS AND iNSTALLA77-10N DET AiL5, 8, ALL FASTENERS TOBE ClORROS;CN RESISTANT. 19, INS71ALI-47ON ANCHORS SHALL BE NSTIAULED IN ACCORDANCE '41TH ANCHOR MAVUFACTiRER'S INSTAiLA7ION INSTRUCTIONS AND ANCIHORS S-ALNOT BE USED IN SjBSTRA:TE3 WITH STRENGTHS LESS THAN 7^[ MIN'MUM STRENGTH SPECIFIED BELOW: A. WCCO; MiNlMiM QRAVT' OF G= 042 S. CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 2, 000 PSI, CMASONRY: HOLLOIN/FiLl-ZC BLOCK PIER ASTM C90 'N37-" r-n=2,300PS; MIN:mU6V' D. METAL S7DUCTU R-'. STEEL 18GA (.048') F`,= 33KS./FU=52KS1 OR ALUM? QM 5063-T5 FU=3GKSi .048" THCX MINIMUM 2"0. GEOMETRIC SHAPES ARE ALSO APPROVEC. AP" ROVEDGEOMETRIC SHARES SHALL NOT EXCEED INSCRIBED 'DIMENSIONS OF APPROVED RECTANGULAR ASSFMIRLY S::-TOWN IN SHEET, 2. TABLE OF CONT:.'ITS SHE NO, DESC-FiPTION' 11 1 N07ES 2 - 3 I ELEVATIONS, CHARTS AND GL4Z'NG DETA!LS 4 - 12 INSTALLAPON DETAILS SIGNED; 11/1512016 Ml WINDOWS AND DOORS, LLB 650 'k MARKET ST, GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT NOTES xTAT^ OF DRAWN RFv 08-02357 3 ONAIL xs NTS 09/03/ 14 1 OF 12 RCv-EHTOLIWLSPE LLi's R, Lomas P.E. FL 1 43; WOOOFORl RD LFWSIIAL E, NC Z7aVNo.: 62514 72 1/2- MAX FRAME VVIDTH rl' MAY 18- MAX C.C, 6* MAX i t -MAX MAX O.C. MAX FRAME HE/0QH7 REFER TO CHAPTS 1 & #2 FOR NJMSFR 0 ANCHORS REQUIRED Q MAX SERIES 185 ALUMINUM FIXED WINDOW El"TERIOR ViEw 72 1/2" MAX FRAME WIDTH —1 7 18' MAY Q.C, 5' VAX 71 ',/2- MAX MAX O.C. FRAM£ HEIGHT PE ER TO CHARTS 1 & #2 F OR NUMBEER OF ANCHORS RE01lip--cl, ZO SERIES 185 ALUMINUM FIXED DESIGNER WINDOW EX7--;RPJP, VfEW DESIGNPRESSURE,liATINO JMPACT RATING NONE NOTES! 6934'X68314' AP-RDOW A RZVrEZ NSTALLATION DETA#,-S REVISER LWE AND ADDRESS 1, 110/27/'l6 R.L. CHART #1 Number of anchors required (without rigid fillers) frame ft— vuth 0.) Riei9w 2400 x00 1 26,00 47-00 At00 1 $4,00 60,00 1 66p0 72.S0 HAS PaMba HAS JaMb HAS JaMb HAS 1-14.b HAS pafnL4 HAS iJaMb H4$ Ja-b JUS Mb H&S Jamb 1 24,00 M22 2 2 3 2 3 2 Z 2 4 2 4 2 2 6 2 30,06 2 2 2 2 3 2 3 2 3 2 A 2 4 X" 2 3 2 z 3 3 2 3 2 4 L_ 3 5 4ZOO 2 a 2 3 2 3 1 3 4 3 4 5 S 5 3 48,00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 4,00 424 2 4 a 4 3 4 2 4 4 4 5 4 6 4 7 4 0.00 2 4 2 4 6e24 6 T 6 71.501,5 2 5 3 5 31 B 3 6 d 5 6 1 7 7 CHART A* Number of v;ici;ors required fwith figid fill" r— Fnm . width lint Height 24,00 1 36.00 38,00 42,00 1 48.00 54.00 1 MOO 66.00 72,50 HAS Jamb HAS mbi HAS Jomp HAS mb Has Jamb H&S wbjj H&S Mb HAS Awbi HAS}lamb aar 2 2 2-1 2 3 2 2 2 A 2 1 2 2 30.00 2 2 1 2 $ 2 3 —2 4 2 4 Z 4 1 1 2 JvIV 2 S 3 4 i A 3 4 a 2 2 q 3 3 3 Is 2 3 3 4 2 4 3 4 ZT 5 3 4,00 2 3 2 1 3 3 3 2 S 2 S 4 3 3 4 I 3 s 3 54.00 2 A 2 4 3 4 3 4 2 4 4 4 4 4 4 5 4 4 3 4 4 3 4 4 4 4 4 5 4 2 4 4 4 4 4 4 1, 2 1 5 2 1 5 5 5 1 2 5 4 4 5 j 11 SEE SHEETS 4.7 FOR INSTA LLATION DE -TA & S MI WINDOWS AND DOORS, LLB. 650 W. MARKET ST, GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FLANGE & FINLESS ELEVATION & CHARTS SAW 5-02357 NTS 1— 09/03/14 If:-2 OF 12 RC 6ER70 LOMAZ P.E 143? WOODFOR.1 RD L-EWSM-1, AIC 2704 SIGNED. 1111512016 W TAIE OF RI Luis R. Lamas P.E. FL No_: 62514 72 1/2' MAX FRAME WID-H 15' jIAAX 18" MAX O.C. 6" MAX 0/ MAX C.C. A71, 1/2' J4 FRAME EIGHT PEFEF To CHART #3 SERIES 76a5 ALU141NUM FIXED WhNDGW lr OR NUMBER ' QF EX7ERYORWEW ANCHORS REQUIRED 1:1 11/2" MAX FFWE MDT)- 6 MAX 18 MAA C.C. MAX MAX cl.l 7' 1/2' MAX RAMS 0/ REF=R TO ':HART #3 - 7OR NUMBER 10F SEP!ES 185 ALUAflNUM FIXED DESIGNER WINDOW ANCHORS REOUiRED Ex7p'l0R VIEW OFSIGN PRFSSUFF RA TIN,-, WPAC— RA7,VC, NONE NOTES IATE APPR-'NW A RE'ASED NSTALLATK)N CE7,AJLS 06/cl/15 R"L' S REVISED 14AME AND ADDRESS 0/271/'6 C. iAR7 +* F_ Numb— of anchors re imd ffin instdiation) F F- idtt, It.) ff. :9W 2400 mw I X" 42,W 4&00 so," 56,00 72.50 HtS JaMb HAS Jarjb•j HAS JaMt H4S m"' HAS -a" HAS tfnb HAS JaF HAS ja b -b 53 4 3 4 3 4 5 3 6 3 30.00 3 3 1 4 4 4 3 4 3 5 2 5 9 3 3 zscoo 3 3- 3 3 3 3 4 2 4 t3 4 2 S 5 S i 5 3 S 1 2 A 3 4 1 i 4 4 4 4 4 5 1 5b 5 4 4 2 4 3 4 4 4 4 4 4 6 4 A $ 4 54.00 34 3 4 3 4 4 4 4 4 4 4 5 4 5 4 5 4 405 4L 4 7 5 5 00 3 71,50 3 6 3 6 a 8 4 j 4 Z A 5 1 5 S 1 5 6 6 SEE SHEET 8FOF3!NSTALLA7,,'CNDETAILS Al WINDOWS AND DOORS, Lc 650 W. MARKET ST. GRATZ, PA 17030 SERIES IS, ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT F'N ELEVATION & CHART 1 ;ZEV 08-02357 a NTS I DATE 09/03/14 1--3 OF 12 L, RO8&I13TO LCMAS P f, 132sV0s-,0F0RD,q0 '_WSVU'i NC 2lan 44-$66'0609 "U'' — SiGVED: 11/1512016 qTATE OF N A I- 0ljlimO\' LuisR. Lornos P,E, FL No.; 62514 ziNi OR 2x 3CK 3" RS VIN M N N- 1/ 4* EXTERIOR INTERIOR A07, Sr,z A- M N 2' MIN D VERTICAL CROSS SECTION WOO--'FRAbVNG OR 2X BUCI(!WS 7ZD-ATIONHW 1,AVTERIOR EX. X7ERJOR 2XA;-, S Fk JAMS INSTALLATION DETAIL W-000 --RAt, 4WGDR2XSUCKWSTALd TIOA, Ey EXTERIOR INTERIOR WAX, VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 7)17Z I 11311 0 NAM. ANF N=,- S. J. INTESIOR AND EXTER!0,9 FJIMSHES, BYOTHERS, NOT SHOWNFOR CLARITY, 2 PERWE-7EP AW JOWT SEALANT BY OTHERS TIO BE DESIGNED 04 AOCORDANE VV!7H AS'V, E21 IZ MAX W, VIIN INTERIOR SIGNED: 111152016 OORS, _ Lc Vli WN""' A'SANC, IL I,( 350 W. MAPK7 ST. GRA-Z, FA 1 '30 L rrri SER IES '18 A I- IWN", XZD WINDOW 73 X 72 NON -A' A EX—,Ez?JOR ION ' Vj-, Ho '7 ','LERS ESS !W 7ALLA 0—AN-S T-A 77 0 tk dAM-PINSTALLATION DETAIL N 3019 /03/14 0;' 12 METAL STRUOTURE INSTALLATION L Luis R. Lorn::s F.E. 43,- 14D LEWISVILLE, NC 27= F:- Nc.: 62. 14 T.a _ r S; M;. ._ i.a 1 y -ti EXTERIOR INTERIOR INTERIOR M 1' VAX l i _ } EXTERIOR k a JAMB INSTALLATION DETAIL r'QNCRETc'71PSGt+iRYiF iSTAtt,{7tQN J4i sue_ VERTICAL CROSS SECTION cCJ C-RF E>T2A,SCfvAY r,167ALLA 770N SIGNED: 11/1512016 7 W' ' DOORS, o o 1 WAPKTS T. a ,ES 1' 3 AJ a +s u4 "iX d fiGO'i 1 f'k 1, iNEs: 1 .N"'-9t0i ,Q W.0 t.;Cl' :y4GR F7fviShE ^, 3Y - ri£4S 3 .i 12 'd.. `+ — A P A r11, NOTS'dCIW4NFOP LARPYYOWTQYO7i^ EAS 73 RE"'- Nt_vS ,.NSTl LA:,N F3_.A LS N„ ,-vT FIL+z.RS cl, TA?c OF ,t= 2 PERIMETEP ANi? SEA ANt m E2l sr y L 4RiSl OE.SiGNED -, N .ACCORDANCEKITH AS ; _ w , x. r 8—w F- 5 sh.c N{ S _ gl J A 12 L, 13CBEIRTO LONAS?. P. Luis ?. . P. . 4;.1' CCrFCHC FiD L_WlSVtLL_,PFC 27023 Nv.625: 2.3 G 7 MN X EXTERIOR VERTICAL GROSS SECTION it,45-7AI. i.kTlptti 3, 4' INTERIOR tN- EXTERIOR VERTICAL CROSS. SECTION METALS7RL; EINS-14LLA-WN INTERIOR 4 Ot, s V, EXTERIOR EX-TERIOP D i 2x pjc SEk Iv JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL 6 &R iXW05MiPV R CK UWS FAHA-6a'V METAL STRUCTURE INSTALL'ATION NOTES. 1, INTERIOR AND EXTERIOR FINJSHESS, BY OTHERS, NOTSHOWN FOR CLARITY 2, PERIMETER AND jOVVT SEAl;ANTBY OTHERS TO RE DZ- SrA'FDIN ACCORDANCE WITH? ASTM E2772 SIGNED,, 1111512016 M! WNDOWS AND DIOORS, 6. 70W, 11,ARKETSi, GRA77- FA 1703' SEPIES 1,85 4-JwNUm SIXED WiNDOW' 73" X 72" VON-WPACT FIAL3 Tio NLESS M-7 N D--ALS WFH 7dGiD R ONAL 04F 71 O 12I 1"!wW N L LLMAS P. E. 1432KclloFoIIo Ro 27X3 L 5251/ 04-666-05 — 5AW poll S'l W YV TERJOR ASNED: I WISTV 76 65C, W. mARYET ST, LX 0, GR-ITZ, 3A 171,30 NOTES ATERIOR AND EXTIOF FMSHES. SY MW%S, KRIS 185 A"MAUM --XED WWDOW 73" X 72" NONWAV up 2 PEERWETEP AND JOWT SEALAN7 PY 07HDRS BE 71WESS AS—N ATU ON DATS SWWAURCT OS 004, AS OF- 0 f,'FS?'GlJFl0,' NAC'COROANCE F2112 T—T F-7 09/03/14 17CF12L RCZERIOLJwAs-.E WA R. Q=s IL AC-00FORD PZ Li.WS'XL NC 27123FL No: E2514 0. 2x BjCK 12' M:N vK)'Y7-1111 MIETAy p vVl EXTERIOR ' f7- EXTERIOR IN7EP/0,13INTERIORCK R ZZC 1V A' ."Ax WOO VERTICAL CROSS SECTION VERTICAL CROSS SECTION L 6, RX; URF WS i AL -A,, ION FRAMING OR2X SUCK INSTALLATION NOTES: I - XTERIOR ANEXTESOR FOVSHES, By C1 THEfi5, NO T SIOMFORC.A;?,ITY 2, PERMETEP ANO JOPVT SEALANT S I OTHERSTOBE DFSr.,'VE'- IN ACC-ORDANCE 1YlTN AS7,V, E2! 12 V, INTER/ OR SIGNED: 1111512, INTERIOR Mi WINDO"' OVS AND DOORS, _LC T T 6KW. MARKE ST. 4f E NS 17030 S-7 - f- DRI--jl""^ 'rR;ES 185 A-UMINLOO, 71X;'[) WINDOW X 72" NQ1,i MPACTDR 7:- ANGE INSTALI 17.ON H7AU WTH%-1 ;'J-,LFPS 2x EXTERIOREXTERiORPAE OF -4u 1 - Izop%IM, fj 7 0 _)'e- 4F NTS 09/ G3/14 ti P_ Of 12 JAMB INSTALLATION TION DETAILJAMS INSTALLATION DETAIL 170 i--At4S P-E Luis R. Lomas F.E. A;E;k-' LAC7;),:- ltViA7-A VVaOFOP- HO ZrMSVIUL, rr- Z70-1 3 W--K)DFRAWAPC &P —ZX OK WS TIALLA TXW 04-6t3$- 0&- TL N'c.: 62514 2 N S 1) X71.',' rs 2-17- ml -'NCIE EXTERIOR INTERIOR INTERIOR EXTERJOP JMA8 INSTALLATION 13E71AIL VERTICAL CROSS SECTION CONCRETE44ASONRY WSTALLADON SIGNED: 1 '/15120'6 M! WINDOWS AND DCORS, LC 50U W. MARKE7 ST GRAT7 S---RiEs 18 AL-NIINUM --ixl--D WiNDOY" 7311 x 72 NON -iMPAC- NCT SHCVVN FCP CLAP17Y PERIMETEP AND J0JN7 SEALAA -1 8YOTHERS TO BE AjLS IMTHOUT Fii L,-;;tz -ANGE TALLADON DE TATE OF A. ES!ONED WACCOPDANCE VVITHAS TM E27 ;2 N Z0R J.1 38 -Z 2317 1d71 7 rr L-3(4S P Z LEW*VIL—E— NC 2'023 L -No, 5251 2' M:"4' EXTERIOR INTERIOR VERTICAL CROSS SECTION WOAD FRAMING 642iBUCKINS TION 4' M,!N M, LXL DN INTERIOR 2 EXTERIORR JAMS INSTALLATION DET41L WOOD FRAMPVC OR 2,XBJ,;K WS-,ALLATION E, 11M7A- EACXRi & EXTERIOR INTERIOR nJ w; A P Z P, C IN VERTICAL CROSS SECTION METAL SrRLr- TURF INSTA—A POIN 4IN TE R10,13DZTAI--- Z AlDc*- l'l-lsR, NOTES: INTERIOR AN EX7EP!0R FINISHES BY OTHERS, NOT SH011M FOR CLAR,"Y 2, PERIM-= R AND .;OiNT SEALANT BY OTHERS TO BE 7 -74, C.- SIGNED- 11111512013 Ml WIN j -- AND DXDOFSr' 650 WWPKES7. S; ATZ 7 3" X 72" NON- WPACT EXTERIOR r'-ter.Wz 7 0- RO v,- 0 2 3 5700/ /33/I 10- , 2 JAMB INSTALLATION'DETAIL rTa pro a LL's P. ,.runs PA-7. ME-1 A-,' S7RUC7L)RE A'STA-; L A TON143Zwc DFCQ'- iii) -;-v"fsvm me zn=- L N-,: 62-51114 4-'.,6M-060 1 ;;- — M, N 11L A jjj MAI, 7 7 r EXTERIOR INTERIOR INTERIOR J EXTERIOR JAMB INSTALLATION DETAIL CON --RE? EwsctJRy INS TALLAtoN VERTICAL CROSS SECTION SIGNED: I 11115,20; 6 Nis AIN1011 D111-110,RS, NOTES: iNTERAOR AND EXTERCR F'IMS,ES, BY OTHERS, 650 w. MARKET St. GRATZ, FA 117C,30 N'l,B PNCTSHOWAiFOROLAPITY 2. PEF/A4L7EAANf XINT SEALANT 3YOTHERS 70 SE SERiES 185 Al JUMNUM FIXFC W! N 0OW 72" 251 ES—14ft' !,14 ACCOROANCE M77- AS7 V E21 7,1 " X FLANCE :NSTALLA7ON DETALS WRIGID GIC LL R S Q7— STA7= OF - t. 08- 02357 lclr NTS 09/03/:4 CF 12 Ljis P. P. F L N o,: 6'M 25 14 o-, —s VAX - INTERIOR EXTER10P C VERTICAL CROSS SECTION WOOD Ff3AillNaOR 2X Ek)CK INSTALLATION INTERJORC." rv, IN/ NOTES, AITERIOP AND EA, -,ER -OR FffiWSHES, BY 0THE,7S, NOT SHOWN FOP CLARfY A, T A,7 2 PZ9Vz-T-ER ANC JOINT SEALANT BY 077HEPS TO BE 0ES13NED JAA^COR DANCE WITH ASTV E-nI ? 2 EXTERIOR JAMS INSTALl TIONDETAIL WOCD FRAMING OR 2X BOCK W5TALLA TION Wl VflND,'--)WS l v IDODPS, -LC 650 W. MARKET ST. GP-77. ;A 17C30 VINUW 7IXED WNDCI) 73" X 72 NON -IMPACT, I-TAIINSTA-LA-10N D7 J.L 48-023571 SIGNED; 11115120le 0, Lp TATE OF .'Z4, 0; lfio. 4M NA L Nc,,: E251 4 Florida Building Code Online app (it 1. "ISPOpara III --w(J t -'IV X. I 311 KIS Home log Ir, tJ%er Req,-,Uaut- Hot lopk:r' Submit Surhaige Stat', R Pactscks FUC Staff iMS Site Mary Inks Search bl'Product ApprovalpUSER: Publk Use, d r 11,ozh,j Appo,,W M,4,nu Appicatkpn t,r'n > Application Detad ggm' FL FL15353-R3N Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MC Windows and Doors, Address/ Ph one/ Erna i 1 650 West Market Street Gratz_, PA 17030 717) 365-3300 Ext 2560 bsiLIinqer1ti)rr11Wd.C.QFT1 Authorized Signature Brent. Sitlinger bsithriger@mmd.com Technical Representative Address/Phone/Fnnail Quality Assurance Representative Address/Phone/Frn,30 Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Frigineer or Architect, Name who developed Luis R tornas, PC the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PF validation Checklist - liardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FU5353 R3 COT FLCOVjxJf Rpnopro' AAMA 450 OOF 2010 I of 3 4,'13!?0 18, 7i20 AM Florida Building Code Online https:/fwww.floridabtiilding.org/pr/pt_ app _dt1.aspx?pararn=wGEVX... Product Approval Method Method I Option D Date Submitted 10116/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products Ft. # Model, Number or Name Description 15353.1 5764 HaTizontdi Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FI-15353 R3 11 06 01448b,l)(If Approved for use outside HVHZ. Yes Verified By: Luis R Lomas, RE PE-62514 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other- Max single window size: 52-1/6" x 84". Max mullion Fij 5 5 R? Aft 5324ix2 .t,1f span: 104-1/4". Created by Independent Third Party: Yes 15353,2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No R,15,3153 R,3 11 Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other, Max single window size: 52-1/8" x 84". Max mullion 0,153.5-1 span: 83" 1 Created by Independent Third Party: Yes 15353.3 1 5765 1 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No ll,ti,,353 11 Approved for use outside HVHZ* Yes Verified By: Luis R Lomas, RE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion Fl. `15,35,3 R3 Af 512017--111,pdf span: 156-3/8" Created by Independent Third Party: Yes 15353,41 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLL535 R-3 It 08-01440113,pdf Approved for use outside HVHZ. Yes Verified By: Luis R Lomas, RE PE-62514 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F1,15353,R3 AF S I 2064Bjx-if span; 83". Created by Independent 'Third Party: Yes 1.5353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ*. No FLI ' 5353,R) 11 08-01 - 411 ' 2 ' b,tAlf Approved for use outside HVHZ-. Yes Verified By: Luis R Lomas, PF PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion Fl I 5'13,)3 P3 At: S I '-'000f3,p(ff length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ*. Yes Verified By: Luts R Lomas, RE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size - 52 1/8" x 84". Max mullion .. S 1,5, Q1 0_pof span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM- 18523 Horizontal Aluminum Mullion 2 of') 411 _3312018, 7:26 AM Florida Building Code Online littps://www,tloridal)uil(iiiig.oi-g/pt-/f)i- app Limits of Use Installation Instructions Approved for use in HVHZ: No 1115353 R3,11 W01[45,H1,pdf Approved for use outside HVHZ-. Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, Max single window size - 52-1/8" x 84". Max mullion FL15353 P) AE_51'07613,pdf span - 104 1/4". Created by Independent Third Patty: Yes 15353,8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5353_113, 11OB-014430-pOf Approved for use outside HVHZ, Yes Verified By: Luis R Lomas, PE PE-62511 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512061/b.p(Jf span 83" Created by Independent Third Party: Yes 153519 CM-118532 Horizontal Aluminum Mullion Limits of Use Installation instructions Approved for use In HVHZ: No 17115353 R3 11 09-0145,iB,p0l` Approved for use outside HVHZ., Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window Size - 52-1/8" x 84". Max mullion Ft.,115,353,,R3_,,AE,512077B.pdf span - 156-3/8" Created by Independent Third Party: Yes 15353. LO CM-1 953.3 Vertical Aluminum Mullion Limits; of Use Installation Instructions Approved for use In HVHZ: No FL 15353 Approved for use outside HVHZ; Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Patty: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 64". Max mullion fE.15, 3 R3,,AF, 51?06$Mpdf Span: 83" Created by Independent -Third Party: Yes 15353,11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL.15353 K3 11,015-0145,16,ptif Approved for use outside HVHZ; Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 1.13 AE_ 5I2.G79B,pd,' span: 156-3/8". Created by Independent Third Party: Yes Back: 1414itxt SQakack u's :: 24Q1'fftlr sOrr Road.Satt hassee.K3x,399 Proue U",0-4-07- I,0,4 The State. of M10a is all AA/FFO employee. Cupyrctbt P under FloWA haw, emad addresses are public' records. if you do not -Int you, e-marl address released in response to a public -records request, do not send idec"uik mail to this entity. Instead, Contact, the Ofte by Phalle 01 by tladk"1101 Mail, If have any questions, please contact 850AST1395 *Pursuant to Section s5 .275(1 ), Flruda Statutes, effective October 1, 2012, licensees licensed uride, Chapter 455, ES. Must provide the Department with an emad address if they Ila, one. The ematts provided may be used fUC OffiCklf CnmiTiUnlCat prl with the liceiisoe. However efirtailaddresses are public, record. If you al not wo, to Supply I personal address, p"se provide the Department with all emaB addresswhich can be made available to the public. to deteurntre if you are a licensee urider Chapter 455, rS., please click rique Ilimcluct Approval Amepts: r_ 7_ 11111] ro-51F11-!-d a Cfedit Ca(d Safe 3 of 3 V1 3;'2018, 7:20 AM 3ADS 7 7 3CA 7 D 1NR- 51 AIGN FTFSS=F =Z NKA-471 DONA SVOW, A T 4 SM N;7M-Y 72 NDE SEPPJRJ,TE C. 7S _ SMWN N WE DWWW MWAS MIT K MANY&NOD tl' DIODRS' isZ 2SKP DOBN PRESSIE DT T mi JON OR N: NWTX,- NNMW 2 D&M jNC ws m" HE mn.Ew 131E"ER ANS SM;__ Wil- m AND ', - - i,GH, ANC) VJ-L,0r, t-SVMWN JER-CN S ARE N,3- AMD V WN A AWWAD nIAM', 0 As Dx"01 ADM Kwjw TUA wyws`Dw nD' 3" ws 10 10MA B Nw cm' - ER 16 10, - 3--- N-_-A-E2 SEE 00JAA My :49YAOWQT it ony VaMN AN T L * iNi -,:7iDN ROV, ANZ SPAN AND 7%3jV"v WDRESG 01 MjnON RZMv FOR "ROD07 m 572 2, OR SK04 '"N WWQL_ 2 P N",-, w3n 1RWA5 OR 21 SUK jSE wo7j'-, SCKW WAH S,MDOT UNG" M ACHE& A 1 3/8" VVMV AS SKWN !N ATAnQQN DPQ-S SM7 3 4N!V' V ODE OKMa QWF MCKK AS DR ANC---,iNO WA, Of 00 SK 0i KY DQLGNG SCR-Ew 4,SNi _ NGTV M ACHWEVWMN' WA— 1OCA E ANX30 IS YNT&N 47Q% jl„ S K- AWTW- QnOR mmimyjAws As"" 00% ATUTC%, S'4k NO- BE -'= lt4 AS T"N 8 z%cm v mmwm cwvswo uppot 00 An,: "S M"'AS3NRI 'RENO, Avmmoz 0 "V 2 1 3KH N nn 7 w-P loom," v. SUi '3GA 10481 1y-3KS' ,-5NV ISMS * SAKTO %0- 7 AnEK A VAUM QKDW 91 ms Q&:, MY E M"WN W&n 5' =<4'N' DOS RZIMM" Mi WINDOWS AND DOORS, I Le - BA WEST MARKET SHEET GPA7Z, PA *7030-0,370 57e.4 - VEPTICAL MULLION 53' A'jL,-ICN SPAN GENERAL N*OT:S VaLl ME N75 INA M, O 1/ 12 4 L ROSERTC,CW PF SIGNED; 10i J3=17 N \ r, f "v OF 40RVD" s too OYONAIJ,,' I O" s R.E 62534 Design pressure rating (pst) Mullion span (in) Tributary width (in) 1&13 25.50 3600 1 4Z00 4&00 52-13 25,00 120.0 ;80,3 120.0120,0 12GQ I20.0 37.38 12C.0 120.0 120,0 ! 201. C 120,0 49,63 221 1 .. 0 98.3 812 769 75-2 751 LZE 71, 0 52,2 9 33.4 2.3 63 LIC, c, 9,643,7 274 26.3 7100 44,, — 7 24.4 215 19,8 IS:0 84,00 28, 2C.3 - I - LARGE AND S14ALL MISSILE IMPACT LEVEL D, Nwo Z,-*4E3 0JME1Y'Z70rIS,' N CH .4JqT AREFRAMEDIMENSIONS AND DO NOT INCLUDE FLANGE. APPROVED CONFIGURATIONS MUL SA AYBEA, 7 Pf- E UNIT, 'HED TCGFT-iER AS ;CNGAS COM-SWE0 WI-1 THWESNO 7 EXCEED i 07 31S- AS SHOWN HEPEIN Des" pressure ra&gfpso with rebar j Mullion Tributary width (in) span fin) — Is—I-M-550136,004200 48,00 52`13. 25,00 20, 0, 120, 0 IKO '20.G 1 ' 20,0 37,38 120.0 120, 0 120,0 120,0 ;20,0 120.0 49.63 12r,,0 98,3 81 2 76.9 75,2 75.11 62,00 95,2 70.0 K1. 3 48.1 44.8 42,4 5.63 K 0 ,8,6 442 39.7 38.7 35,3 72.M 60,3 43,9 a2, 8 2 -9, 220.7 255 84,00 37.7 2-1,320.1 , 17.7 j 180 ".5,1 LARGE AND SMALLWSSILE !MPAC-, LEVEL C, WIND ZONE 3 1TV5Z;,GZINCHARTAREFRAMEOWENSCN$ ANO OCNCT INCLUDE FLANGE. I PISTA- A-WN C A-S C/ , 0 R m! WNDC" A's ANDDOORS, LLC NES7 MAiRKFT S;-77 SRA-7, PA 17030-0370 E764 - VER71CA 8z" muf- CN C0N11-;GURA7'ZN5 W-D RATNc- CHAR5- V. 12 2 OF V NC= FDROPC Li i vc 2;,a,? SIGNED, I OV! 312017 TATE OF ' 4,, AT 0FL NO.; 52514 M 1N 4" 7'C,- J --",PCON 2 VERTICAL CROSS SECTION METAL WSTALLAPON z-- AN t VER TICAL CROSS SECTI ON MASONRYIC ORETE AND WOOD FRAMING INSTALLATION 140-E:sac VA t,-7 USED !,, SIGNED: io,,1312017 Mi WI N D OW S A N C D 0 0 R S, PLC 650 WEST MARrET S-PE7- 0 GRATZ, PA 17,30-C376 515764 - VERTKCAL MJULION 53" MULt ICJN SIAN NS7ALLAT16N DETAILS p;.4TATE OF cl R 08-01439 1135 P. Lomas FL Nc: 62v14 0 2 3 0 4 1432 WOODFORD RO --WISVILLE, NC 27U7 4,;4-656-0609 4c SECT5764 MULLION ALL'MFrti'U,Yf a"Qfl5-T5.125" THICK i PF--185-2 PEBAR i£ GA 1-u&2) GALY.ANtZEC STFEL Sl MAY 3 i.... T 4 ME71nc Y F %S MT000022 CLIP 1EGA { +}S3J GAI; JA t5 STEEL SEE NQTE 2 & 3, 7r41S SHEET A-Z SECT5796 CLIP FC)P WOOD FRAMING WS+ALL4 T±QN ALUMINUM 5063- T5 12S' THICK E`I:Sf9v$ SECT5795 CLIP _ FOR CONCRETE INSTAtiATIDN ALUMINU+W 8Ga3-T5.125" TNICX W W!Ncl"WS ANc DOORS, LLC 550 NEST MArt ` S BEET GRA L, ?A . r 33G—i:_70 5764 VER71CAL MU U4N 83' MUl ;ON SPAN CMPONENiti N s 01 j' s 2 40' '1 0. EA iT1 t:a'AASP,c. 1432 YYOGOf RG L_'WtSYb:f, X4 27CX, 4343$ d-4'Ku19Qi{JR%ASr%'bSt$iSN'E.4:ffi SIGNED: 10/13f2017 SQS AT0 rye R Buis R. L=3^.ems .E. EL No.: E24 Florida Building Code Online httl)s:,'/NN,ww,flori(i,tbtiil(litig.org/,Pr/'pr, _,al)p__ dtktspx?paramwGt".VX HCTS Home (09 if, Use, Reqtraflon db" r Product Approval USER: pli ubcUser I - gg N V - 7 ;UZ""' X i 1147417-0 rv, 'L?" 430"YXIMM"! Hot lbpic Submit Swchaqe Stats tL Facts Put*.auoris FBC Staff WIF, Sete map Loks Search App"' 41 !,Ww I rr:>J'J" t p, ApkA,qq WA I Apipfilation Detail FL # Application Type Code Version Application Status Corrinierits Archived Product Manufacturer Address/Phorie/ Erriail Authorized Signature Technical Representative Ad cl res5/ PI 10r) e/ FrT) a 11 QualityAssurance Representative Address/Phone/ Email Category Subcategory Compliance Method FL13223-R4 Revision 2017 Approved Tames Hardie Building Products, Inc, 26300 La Alarnecla Ste. 250 Mission Viejo, CA 92691 909) 349 2927 pingsheng.zhu Oflanneshardie.connPing-sheng ZhuPing!'Aleng Zhu 10901 Ern Ave. Fontana, CA 92337 909) 349- 2927 pifigsheng,zhuC larnestiardle.com Pingsheng Zhu 10901 Elnt Ave. Fontana, CA 92337 909) 349 - 292/ pingslieng,zht. iCo)jameshar(Jie.corii Panel Walls Siding Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. 09awa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Inter-tek Testing Services NA, Inc, QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Harcicupy Received Certificate of Independence FiJ '32,>3, R4 (,-,0J_R'JQ - (:ertificare' pf Referenced Standard and Year (of Standard) AS'IM C11862007 ASTM E330 2002 I of 3 4111 /2018, 7: 29 AM Florida Ruilding Code Online lt(tps://www,floi-i(tabk.iildiiig.oi g/l)j-/pi',tpp dti,aspx'?paraill--tvGl,,"VX.., Equivalence of Product Standard,,, Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL13M, R4 Eqriiv _RIO-269ZB 17 ASIM CI1116 equivaleii,y'lx1f Method I Option D 08/09/2017 08/25/2017 08/M20 17 10/10/?017 Summary of Products Ft. # 1 Model, Number or Name 132211 Cernpanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: For rise inside a HVHZ install in accordance with NOA 1 /-0406.06 132212 HardiePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: For, use inside a HVHZ Install in accordance with NOA 17-0406.06 13223.3 Prevail Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure; N/A Other. For use inside a LIVFIZ install in accordance with NOA 17-0406.06 Description fiber -cement panel siding Installation Instructions I 1-132,l3 RI If FI-132,23 R4 It NOA 17-0106-06,pdf FL13223 R4 It RIO 2689- 1/ Panel to Furrinq.pdf I'Ll 3223 R4 11 RR) 086-17 Panel Wuod Metal fiouwpdf Verified By: Ronald I. 09awa 24121, Created by Independent Third Party: No Evaluation Reports t (- 132,23R4, A,`_NOA 17 0406.06.t',di K13,., 3 R4AERIG, 20,39, 11 hancl Lo ruimAj,oUf FL13 23 RI AF RIQ,Zki06 11 Panel Wood Mok,al Hame.pd Created by Independent Third Party: Yes fiber - cement panel siding Installation Instructions I' LL3Z213- R4 _11 NOA 17-0406,06,pdf 11- 13223 RA 11 RIO 2689-17 Fartel I(,) Fvrtrnq,p(Jf 1- 1 113223134_H_R10 2686-17 Panel Wood MAai I wmc,pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL132, 13, 10 AFNOA 11 0406.06,pdf FI 1-1213,.,R1_AE RIO 2689-11 11,imfl (u Furf inq,pdf FL, 13223 RI 1W RIO-2686-17 Panel Wood Metal Fiarne,prif Created by Independent, Third Party: Yes fiber - cement panel siding Installation Instructions F113223_ R4II_N0A 17-0406,06.paf tnstalfatron. pdf Ft- 13223 R4 If RIO 2689,1/ Pand to fumo oFL 132 ' 23jI4_j11_RIQ,2686-17 Pe'nel Wood MO,al Fiaim:,tXP Verified By: Ronald 1. Oqawa 24121 Created by Independent Third Party: No Evaluation Reports H, 13223114-.-A_NOA 17-04o(;6,p(if Ff- 1,3223 R4_AE RIO «)669-1/ llartcl to Fl- t3223 R11,AE RIO 2686,1 / llon(I Wo(ad MQW1 Created by Independent Third Party: Yes wld(! ' Noxt 2 of'3 1 /13!20 18, 7 - '41) A 7\1 Florida Building Code Ordine I fittpsl//www.florid,,tl)uil(litig.org/pt-/pr app Qnderf`lunda law, email addresses are pullIK' records. If you do not want your e-ma A address released in response to a request, (,to not send electrons mad to this ent,ty. Instead, contact the office, by phone or by UadrUmial mail, If you have any questions, Please Contact 8S0,467.1395. 'I'V(SUaill, to Section 455,275( 1), Foods Statutes, effective October 1, 2012, licensees kensed under Chapter 455, P.S.must provide the (lepartment wI h an orrait address fthey have one. The emaits, provided maybe used forofficial Con' rounication with the licensee. However email addresses are publr record. it you do not with to supply a personal address, please pravxle the Department with an ernail address which can be made available to the public. To determine, if you are a lice ceo- onderChapter 455, KS., please click btrt_ Product ApKaval Accepts: If. - T-I r] 10. FIB M Credit Card Safe 3 ot'3 4! 13 /20 18, 7:29 AM Florida Product Approval HardiePanelO Siding 0 For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06, Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. HardiePanel"'" 10, Vertical Siding JamesHardie FFFFG FIVE SEP I EMBER 2013 sil fax tire mast recent Verson SMOOTH - CEDARMILLo - SELECT SIERRA 8 - STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH TH6, PRODUCTIN ACCO[IDANC1 WHIT APPLICABLE 131JILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEM) TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANGE, VIOLATE LOGAL BUILDING, CODES, AND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORREC"I'HARDIEZONE INSTRUC-11ONS, INSTALLATION OF HZIOTM PROEHGT- OUTSIDE AN HZI 0"' LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE APPLIES TOYOUR LOGA]HON, VISIT 10AWIMARDIEZONE.GOM OR CALL 1-866-942-73431 STORAGE & IiANDLING: Store flat and keep dry and covered prior to installation. Installing siding war Or Satffatlbd may result in shrinkage at hurt joints, Garry planks on edge. Protect edges and corners from breakage, James I-laidro is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS t Pcrsitipn erdfing statron iftat hrtind vAll claw dust avray from user and othes In working area 2, Use one of ago following (nothoft a Best: scale stiff snap Shears (martual, electric or poeorwt,,c) b, netiff" Dust educing dircular sew equipped with a flarrlio[fladW saw tMde, and I IFPt% vacuum extraction c. Cioccl: i nust ocludn circular stow with a Hardiebtaido &xar 1) only use fix evv tomix C4110) INDOORS 1, cut tally rising ricrail and ,,rap, or viclals hinalloal, electric or pottinflabta. Position cutting station to well-vorrilialed area NEVU-,R use a power saw ri(,kiors N[-,V[',Il tilie a circu ar saw, bade that tons not way the Hardloblacle; saw (AW10 tladoul"0 N[VH3 dry sweet) - Ilse wel, suporusas;oli or Iift vacolon Important Note: For nklixtriturn projecten it:airest fre'litrable dust pil-'flucliolil, JR1110S Hardie f(Wholel dii always LISrIg'neSt" relief 01111 i[i otelf0cls where feasible. atWAWFIMOSIla(dieXcito to hell) your determine tort bri'61 appropriate cotting method foryour job hil(ftlirentents, It col -corn All exist about exposure koh or you do (lot Gorripily with the atlim) pacticoa, you Sherrill always consult a qualified Industrial hygienist or ("tact James Hardie forfurther inforloation am"1105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For commercial / mum-l-arpily Installation requirements go HardloPlanor vertical skiing Gan be kaalled over traced wood or steA studs spaced a maximum of 24" ox, 'A gonental fastening requirements, Irtegulantle's in framing and sheathing can mirror through the finished application, James Hardie recommends Installing I fardrel"arrell on a capillary break as a best practice. Information on installing Jarnes [fertile products over foam can be located iflJH Tech Bulletin 19 atM4_Lim ilfgff, m A water -resistive barfler is required in accordance with local building code requirements, The water resistive barrier must be appropriately Installed with penetration and function flashing in accordance with local building code requirements, James Hardie will assume no responsibility for water Infiltration. Janos Ilardie does manufacture liartifeMap"'Weathei Barrier, a non -woven non -perforated frousowrap-1, which complies with building code reqUil'Olfle.111S, When Installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed, Adjacent finished grade most 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. HafftParep vertical siding may be installed on vertical wall applications only, DO NOT use FlardiePanel vertical skillwi in Fascia or Trim applications. P application art n liable for 001od"lus Refer to Color Plus section p 3ar ) of sit Stain, base6aa, paint, or powder coating on tam 000DONupollialkdJamesHard, rot largerr ro , IS ' cl ( 9 (, multi 111 of the wall is significant in length, the design(,( an(Vor architect should takeOmmrellecue Ild mnh t, I I yan pr= 11 in cts, witurrI file span Into 'O c J,( r, If n J tent of th rl I xranson a Expansion a 1 0 ifile co 0 , ed e, rld rno, turo movement of the product in th6ir design, these values can be found fit the Technical Bulletin Characteristics" t rictic, rac 0 s at www James -tarrife com INSTALLATION: Joint TreatmentFastenerRequirements * Vertical Joints - Install panels in moderate contact (fig, 1), alternativelyPositionfasteners3/8" from panel edges and no closer than oints o2" away from corners. Do not nail into corners. I s may also be covered with battens, PVC or metal jointers or HardlePanel Vertical Siding Installation caulked (Not applicable to ColorPlus' Finish) (fig, 2), Framing must be provided at horizontal and vertical edges for trailing. * Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3), HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 water resistive barrier water resistive barrierDoublestudmayberequiredtomaintainminimumedge / 7,- - 1 -- T 2 x 4 stud 4 stud barrier boner Figure I panel hither P30e!lrip nailing distances. wateY resistive water reSlstlVe stud 00 not 1/4" gapwater- re"sh Cdclikbanner Panel Batten Joint *'H" JoinsheathingHardin t t 0 Vertical siding waiet, resistive banter daGoeaGve knelt nalls hand board2451odlower ; towel3/8" min. panel from panel edges plate Figure 4 3a" leave appropriate gap between Hecortinsindatoo: When inkinels, then VaLaw instslikoit Sierra 8, provide moderate contact Caulk Joint a double Aid at panel KiNotapfarrainotocolod"WO Finish) joints to avoid nailing keep fariterlers 2. 'Apoly caulk in awxdanc, with caulk through grooves. away from comecomers Worrell application r,drocters' — For addilturfal Information on I lardievil' W Wearther battler, consult Hooke at 1 866 4ttaulle or warw,hardlowrap corn WARNING: AVOID BREATHING SILICA DUST Jarres nardel'ormlect"I(Mlain respitalle chistallita silica, whichdaknownto the Staraof C.Affirl(olato muse cancer aril lsrAlriiqlaedlay Wic, ondoirso to to acause u cancer from sa s "Irmaralat sotaws Erpsilhing ox"'ft'*" arbehola of Illsorable 41(sl dust Gan also CM30 it disabling One potentially later lung disease called silwasts, strip has been Illikad with atler (Itseaus onai &I(xies wggiirn wooklig may invowe thm risks Dtavig1) work to ooklear ar"wall alopfevlslltlarroar (11 use fiber cernent shoarii tor curling or, worrol not Nestle, we aHaMleftlacle smIllarki and trust recocing (Arcularsaw attodied to HEFA varxtxn; 3) wart others in it%, itithediate area; (4) wear a prIvily-fifted, Isl0skrocirtirvelf dust mask Of (willneor tog N 95) In accorniallce withargrikAble trweirrotel reiltilatiulls and roanufaduror iwIteelloos to luntky 40i Di" Ingdoan-op, use HE'Awouter; ol war Cleanup Inefliods never city swoon. For Writer Information, niter to our 111sajtahorr instructions and Material Safety Data shear available at FAII. or IF 10 AD Irl"IF Io one WARNINGS, M50S, 410 INSI At I Al ION INSI RUGHONS MAY[. FN) 10 SERIOUS PERSONX, IR)ORY OR DFAlfl aria z I IS1 236 - 111/3 1113 FITIZ i CLEARANCES Install siding and trial products in Maintain a MillifflUrn 1 " Maintain a minimum 1 2" clearance At the juncture of the roof and vortical Maintain a 1/4" compliance with local building coma 2" clearance between between Jarnesliardieproducts surfaces, flashing and counterflaMing clearance betweene requirements for clearance between James Hardiele arid decking material, shall be installed per the roofing the bottom of James manufacturer's instructions, provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal flaisding, the adjacent finished grade_ steps and cluvoways. the rocifino and the bottom edge of the Do ()Of C311,11k gap, Figure 5 Figure 6 dingwator esistiv I G _.f I siding a2trim, Figure 8 Rater to fig, 3 oil Page I Maintain a ruinialurn I" gap between gutter and caps and siding & Ififir Figure 9 sidiof gutter and end cap 1% 2" min Do riot bridge floors With I fardieparler sicling. Horizontal oilit" Should always be created [Irf[wrx"ll floors ffig. 10), Water Figure 10 earner riming M. Sheathing rlaf(NeNmel' BLOCKED PENETRATIONS penetrations such as hose bibs and holes I 'Y2" or larger such as dryer vents should have a block of him around point of penetration, GENERAL FASTENING RE( VIBE fasteners must be corrosion resistant, galvanized, or stainless steel. Liectro-galvanizers are acceptable but may exhibit premature corrosion. James Hardin mcominends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are iocournienclod when installing James Hardie products near the ocean, far('Ie bodies of water, or in Voly humid climates. Gonsult applicable product evaluation of listinif for correct fastener type and placnloot to achieve, specific ( resign wind loads NOIF Published wind loads may not be applicable to all areas whole Wcal building Godes have specific jurisdiction. Consult James 1-fardre Technical Services it you are unsure of applicable compliance documentation, Diivo fasteners perpendicular to siding and flaming, Fastener heads should fit snug against siding (no air space), (fig, A) Do not over -drive nail heads or drive nails at an angle, It flail is countersunk, fill flail hole and add a flail, (fig, U) For wood training, under driven nails should be [fit flush to the plank with a hauirrief (for steel training, remove and replace nail). NOTE. Whenever a structural momher is present, I Ordier'lan.x, should be fastened with even spacing to the structural member, The tables allowing direct to 0S8 orplywood should only be used when traditional training is not available. 00 not use aluminum fasteners, staples, or clipped head nails, Snug Flush Countersunk, fill & add Flail Iy Figure A Figure 8 do not under drive nails DO NOT STAPLEr n KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sioewall. The roof must be flashed with strap flashing. Where the roof terminates, install kickout to deflect water away from the siding. It is best to install a self -adhering rnornbrane on the wall before the subfiscia and trim board'sare nailed in place, and then conio back to install the, kickout. Figure 11, Kickout Flashing to prevent water from clomping behind the siding and the end of the roof intersection, install a "kickout" as required by IRG code R905263 : "... flashing shall be, a min. of 4" high and 4" wide," James, iaf die recommends, fhe kickout be, angled between 1000 - 110" to max mina water deflection Figure If WP Q"'h' VNEUMATIC' FASI ENING 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, It Wring the cart depth proves difficult, choose a setting that under drives the nail, (Drive under (Itivon nith snug with a smooth faced haulluef - Does not apply for installation to steel ffarning). HS1236- P2/3 8/13 CAULKING For best msWt$use mOaSlosmp Joint Sealant cmnpWn with ASTMC820Grade NS`Class 25mhigher waLatex Joint Sealant complying with ASVmC834- Gamlkiapplied |naccordance with the caulking/sealant manufact/mr's written mutroctioox,Note: 0BWuadauwell nosome o8he(mmlkin manufacturers oonot allow tooling. DO NOL caulk nail heads when using Colorflius products, refer to the ColorPlus touch -tip section CUT EDGE TREATMENT PAINTING Caulk, paint mprime all field cut edges. NOT use stain, oil/alkyd base paint, wpowder coating on James liardieo Products.,larnesHardie Products James Hardie touch-up kitsamrequired must be painted within \ 80 dars for primed product and 90 days for mprimed.10% acrylic topcoats tire Ntouch-up CoNrPNxproducts, recommended. Ooriot paint when wet, For application rates refer mpaint moufactnomspecifications. Back -rolling |urecommended ifthe siding |asprayed. COLORPLUS""TECHNOLOGYCAULKING, TOUGH -UP & LAMINATE Cate should betaken when handling and cutting James Hardie(R) CNmP|usOproducts. During installation use ewet soft cloth wsoft brush to gently wipe off any residue or construction clust left oil the product, their finse with a garden hose, wTouch uVnicks, scrapes and nail heads using the Cn|u/P|us"' Technology touch uyapplicator, TOod) upohnxNhnxoodxVudoy|y, It large art -as require 1,00ch-up, replace the damaged area with new HardiePanel", siding with GolorPlus Technology, Laminate shoot muuiberemoved {mmwd| aiu|yalter installation oieach course, Torminatonunfactory cut edges into trim where possible, and Gaolk. G0101' Matched caulks are available front your COWPILIS" product dealer, Froat all other non -factory cot edges rising the ColorPlus Technology edge coaters, available from youir C010rPILIS product dealer. Note: James Hardie does riot warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance mperformance arising frornuse ofthird party toLICII-LIPpaints mpaints used mtouch-up that are not James Hardie touch tip, will not be covered under the Jacnes Hardie Colot-Plus Limited Finish Warianty, The following outlines the recommended applications [or ColorPlusarid Primed pamhNot all designs will besuitable for every application: Exposed fasteners mbattens bthe recommended application for ColorPlus panel products Doriot use touch. tip over fastener heads for smooth CuNrP|osproducts primed panel recommended wForCo|o1P|oupane|opp|icoUonothatmquimbxteners|othe8oW.K|xmzeptaWoWouekmoh' uVmmrhgomamforCnUxnoiUandStummpnna| only, but correct touch-up application is important, Some colors may show touch- tip when applied over fasteners. Trim is recommended to cover ointswhen appropriate. PAINTING jAMESNAR0E` SIDING AND TRIM PRODUCTS WITH GOLOHPLUS""TECMNULDGY When repainting ColorPlwproduct,% James Hardie recommends the following regarding surface preparation and topcoa/*ppliultion: Enmmthe surface isclean, dry, and free ofany dust, dirt, mmiNaw Repr|miog| xnormally not necessary 1OU.&acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating onJamos Hardie Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application ompx/aiu|e the 2006, 2009, & 2012 international Buildinh Godo, I 4rdepariol verWal s4linv Is also twrtinved fix in the following 01yott,(sArtiteles Research Herod Not 24962, State of Florda fiong Ft'#dftqWith county, Flortla NOA NI). 02-0721) 02, Us Dept, of I i(ID MaerialsReWse 1263c, loxas Departtrientof Fv?JtjkttW FC 23, Cily (ANew York MF.A ?23-93-14, after "'ahlormal,)GA PA-019, 0zmoJames xardleeuildm p m* mm = AdU n o Ndo |oNm Uon m4 0 o m p mtrademarks of ~~' ' 8 N m.wW m n a a smmam we Florida Building Code Online lit I ps://wwwJ1oridabu i Id ing. orj,/pr/pr app (Itl.,,tsl)x?pat aiii=-w(itVAC... 13CIS Home Log In User Re.gistnamnbJ Product Approval USER: PuNic, us eridprqAc" Not TOPWS Submit Surcharge, state N Facts pubtration-, roc staff Dc. IGSite M aPLnks sea"'11 d Qd:,,t Aj j,VM I i, , Appfimtion Dotall FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product ManufacLuter, Aluminum Coils, Inc, Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 gtahman@alurniriutticoilsiric. co,ii Authorized Signature Gareth Rahnian giahtnar) @aluniintirT)C,Qilsiric,coiii Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tarripa, FL 33634 813) 249-9742 PFtusLftalut- ciir)LjriicoilsinC.COfTI Quality Assurance Representative A d d ress/ P hofie/ F Fri a i ICatego ry YPanel Walls Subcategory soffits Compliance Method Evaluation Report frorn a Florida Registered Architect or a Licensed Florida Professional Engineer Fvaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Fritity PRI Construction Material,-, Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - fiardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By I' Ll 2194 R! ('X)l' Al'G'15001.14 2017 FIX Evatuat'lon Rep"t Q4 14 SuffiU' Final tuff 51andmd AAMA 1402 Y94i 2009 I of 2 41`13,'20 t 8, 7:37AM Florida Building Code Online littps:/,,'www.floridabLiii(ting.org/pr/pr app _dt1.aspx?parmn wG1-VX Sections from the Code Product. Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I option D 12/15/2017 12/15/2017 1 212WO17 02/1,3/2018 FL # Model, Number or Name Description 12194A Alumuntim Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No R-12194 R-/,_U_ALCI50011 1017 FLi,,- tya!k4dtjc)t1 per',ctt Approved for use outside HVHZ- Yes Q4 T4 ' Fin ' a p(If Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure. 4 80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports F1,12194 R7 port Q4 14 S, ' iffits rinp .pelf Created by independent Third Party: Yes Back Next contafl Qy :: 9,000, W141'lds,'We I'L, J4 A',V MOJ&, d5Q -4tj/,-,jd:: 4 The state of Fit) Ma 6 all AA/Eff) employee CointWlt ZQQ7--24I 3-51am, ofFlotl0ir :: Privacy svoLetrrTjt :: c Mkil-Ki, 5un,19"lleot Under Flot da law, tima0 addresses are public records. Ir you do nor want your e,,raA address reea,5ed in response to a ecords -equesr, (to not send elf, t orlic ma,I to this entity. Instead, contract the office by phone or by traditional mall if you have any (11je-StiOnS, pease contact 850.487, 095, 'Pursuant to section 455,275(l), Florka, Statutes, effective ocWbef 1, 2012, licensees licensed under Chapter 455, F,$. InUSt ItiOVide the Department With) all ellunt address If they haveone. the erraft provided may be used for of communication with the licensee. However dri0ce4ses are public record. If you do not wish to supply a IWISOrke address, PleaSe rit1r,tide the Department with an email addicts, whirl, can be made avditabie to Ore public, To determine f you are a kensee under Chapter 455, FS,, pie4se click hq,,q . Prvduct Approval Accepts: M— Lff] W I I M Cref"Jit Card Safe 2 of 2 4/1 13,iN 19, 7:37 A M CREEK TECHNIC'AL. SEE.RVICIE—S, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249•-9743 k Lnwwro wil-5-itnSmil Tampa, Fl- Certificate of Authorization No. 29824 175W0 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6"' EDITION (2017) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.51, 1709.10 Wind Resistance Issued December 14, 2017 Entity Rehr o. Standard Year Certified Testing Laboratories (1ST1577) CTLA 1847VV AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials 'Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-.003-02-02 AAMA 1402 2009 PRI Construction materials 'Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1 This report is not for use in the HVHZ. 2, Design wind loads shall be determined in accordance with FBC Section 1609, 3 Soffits shall be labeled in accordance with FBC Section 1709. 10, 4, Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail 5. Installations shall meet the minimum ventilation requirements of FBC section 1203,2. 6, Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements, 7- All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3, ALGI5001.4 _ FL12194-R7 Flacie I of 3 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, ALUMINUM COILS, INCCREEKSoffitsATECHNICALSERVICE5, L-LC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0,016-inch thick, 3105 H,14 aluminum F-channel, See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum JI-channel. See Appendix D for dimension drawings, Fascia Preformed nominal 0. 01 9-inch thick, 3105 H- 14 aluminum fascia. See Appendix D for dimension drawings, 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22,3 ir,21,in.ft. for the 'full vent' configuration and 11.1 in2/lin,ft, and for the 'center vent' configuration, See Appendix D for dimension drawings. 3-reFw s t to cur t oW 12" T4 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections, The reported net free ventilation areas are 12.5 in2/lin,ft. for the 'full vent' configuration and 4.2 in /lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. SUNT JZJ 5QLIVRANLL At-C150-01- 4 FL 12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval Linder Rule 61(320 -3, 'I tie manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are riot specifically addressed herein. CREEK H NIC, At,, 53EHVICES, t.1-C, COMPLIANCE STATEMENT ALUMINUM COILS, ING Sofflts The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6thEdition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0%tit I I 1111ji, oa,\ R, E N, IV 1 1 No 74021 cc z STATE OF QJ 441 R I't /ON CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:3 4 05'00' Zachary R. Priest, P.E. Florida Registration No, 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation, CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.1-- does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P,F7, does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC16001A FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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 TE:cHNiCAL SERVICES. LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits The following notes shall be observed when using the assembly tables below, 1. Maximum Design Pressures (MDP) were calculated using a 1.5 1 margin of safety per FBC Section 1404.5.1. Z Refer to kLimiTATioNs and sections of this evaluation when using the table(s) below, 3- Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly, 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system, 5, Unless otherwise specified, the Wood substrate shall be minimum No, 2 SPF (S.G. = 0,42) 2x lumber. Substrate attachment shall be designed by others in accordance with. FBC requirements to meet the minimum design requirements for the project, 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7 Typical fastening details are as follows ALC 15001.4 a. 12"T4 Soffit— 12-inch c.c. Fastener Fastener Location Location b. 12' T4 Soffit — 4-inch o.c, Fastener Fastener Fastener Fastener Location Location Location Location c. 16' Q4 Soffit — 16-inch o.c, Fastener Fastener LocIfion LoTion FL12194-R7 This evaluation report is provided for State of -Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TE,,-_HN,CAL SEPv,cEs. LLC d, 16' Q4 Soffit— 8-inch o.c. Fastener Location Fastener Fastener Location Location Approved S)Item Numbers and Definitions ALUMINUM COILS, INC Soffits 4 Aeproved Systems for 10,5-inch Soffil. Span with J-Channel at Wall and Eave i2F_# Approved Satems for 124n& Soffit an with F-Channel and Fascia Cap 1 1214 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 1 14,5114 Approved Systems for 14,5-inch Soffit Span with J-Channei at Wall and Eave Approved SXsterns for 16-inch Soffit Span with F-Channel and Fascia Cap j Adproved Systems for 16-inch Soffit Span with ,!-Channel and Fascia Cap Adproved Systerns for 16 -inch Soffit Span with J-Channel at Wall and Eave I ZL Aperoved Systems for 22.5-inch Soffit Span with i-Channel at Wall and Eave I L4 E—A I Approved Systems for 24-inch Soffit Span with F-Channel and Fascia Cap 24J-# Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Cap roved Systerns for 24-inch Soffit Span with J-Channel at Wall and Eave Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connectlion System Panel MDP Na. Width (Psfl sutstrat J-Channel Substrate J-Channel e Attachment Attachment Three ( 3) 18 ga. 114-inch crown x 1 -inch leg staples in diamond pattern spaced 24-inch o.c. securing Throe (3) 18 ga. 114-inch crown x 1 -incin leg staples in Max i-Channel to Joists: diamond pattern spaced 24-inch ci,csecuring 10'5jj_ 1 wood Wood J-Channei to joists: ±59.8 Ira -inch One (1) 1 ! ga, 1/4-inch crown x 1-inch leg staples One (1) 18 ga.114-inch crown x 1-inch , leg staples located located inThehorizonta; leg of the J-Channel spaced in the horizontal leg of the J-Channel spaced 12-inch o.c 12-incho.c. I I I I ALC15001,4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3 The manufacturer shall notary CREEK Technical Services, LL-_ of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor irnpiyivarranty. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEcHNI-CAL SE-ivicF-s, LLC ALUMINUM COILS, INC Soffits Approved Systems for Maximum 124nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf F-Channel Fascia CapSubstrateAttachmentSubstratePanelAttachmentAttachment One (1) min. 3/8-inch head dia. nail, One (1) min, I 3/44nch long x 112F-I Max. Wood min. 1.25-inch embedment spaced Wood One (1) min, 318 x 3/8-inch crown 0.072-inch dia, x min. 3116- 4016-inch 24-inch o.c. staple spaced 16-inch o.c, inch head dia. trim nail spaced 36-inch o.c. One (1) 14 ga. 518-winch long T nail or One (I) min, I 314-inch long x 12F-2 Max. Masonry 9 ga- min, 518-inch long Stub Nail WoodOne 1) min. 3,18 x 3!8-inch crown 0.072-inch dia, x min, 316- t 4O16-inch with 3J8-inch diameter head spaced staple spaced 16-inch o.c. inch head dia, trim nail 8- inch ox, spaced 36- rich o.c. Max, Three (3) min. 314-inch x 114-inch One (1) min 3/4-inch x 1/4-in& One (l) min. I 3/4-inch long x 0. 072-inch dia. x min. 1/4-inch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia, trip nail spaced 48- 64.2 spaced 24-jn& o.c. 1 1 and securing each panel lap inch o.c. One ( 1) 14 ga, 5184rich long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 314-inch long x 12F- 4 Max. M Masonry9 ga., min' 518-inch long Stub Nail Wood crown staple spaced 8-inch o c' 0,072Anch dia. x min. 114-inch 48 16-; nch with 3/8-inch diamete, head spaced and securing each panel lap head dia. trip nail spaced 48- 64.2 8- inch o.c. inch c.c. Approved Systems for Maximuml2winch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width P s f) Substrate J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three ( 3) min. 3/4- inch x 114-finch crown One (1) min. #8 x 112-inch One (1) min 3/4-inch x One (1) min. 1 34-inch long x 12J- 1 Max, Wood staples in diamond I.., x 3/-inch head diameter longWood crown staple 0. 072-inch, dia. x min. 114-inch 48 16- inch pattern spaced 24- screw spaced 1 6-inrh o.c. head dia. trip naill spaced 48- spaced8-inch o.c. 64.2 inch o.c. corinectino soffit to J-channel I inch o'c' I I ALC1, 5001A FL12194-R7 3 Of i 1 This evaluation report is provided for State of Flonda 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 specificafly addressed herein, ALUMINUM COILS, INCCREEKSDtf'ft TzCHNICAL SF-RvICES. LLC Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOF No. Width PSI") Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga, 1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga 14-inch crown x 1 -inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inct, 0.-,. securing 12JJ'-! Max. 'Wood J-Channel to joists Wood J-Channel to fascia; 70 16-inch One (1) 18 ga,14-inch crown x 1-inch leg staples One (1) 18 ga. 1/4-inch crown x !-inch leg staple securing 60 located in the horizontal leg of the 11-Channei spaced the nailer of each female look or spaced 18-inch o.c. 12-inch o.c. I I securing each panel lap Approved Systems for 14,5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel No. Width Psfj Substrate J-Channel Substrate i-Channel Attachment Attachment Three (3) 18 ga. 1/4-inch crown x 1-inch leg staples ir, Three (3) 18 ga 1/4-inch crown x 1-,inch leg staples indiamondpatternspaced24-inch o.c, securing diamond pattern spaced 24-inch o.c. securing 14,5.jJ-1 Max. Wood J-Channel to joists Wood118 J-Channel to jorsts; 43,316-inch One (1) ga,114-inch crown x 1 -Inch leg staples One (1) 18 ga. 1/4winch crown x 1 -inch leg staples locatedocatedinthehorizontallegoftheJ-Channel spaced the horizontal leg of the J-Channel spaced 12-inch o.c, 12-Inch o.c. tki_Cl 5001A FL12194-R7 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 of quality assurance changes throughout the duration for which this reports valid. This evacation report does no, express nor imply warranty, installation, recommended use, or othe, product attributes that are not specifically addressed herein, ALUMINUM COILS, INC Soffits L= Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 518,-inch long T nail or One (1) 18 ga. 1/4-inch crown x One (1) min. 1. 75-winch x 0.072-inch diameter 16F-1 Max, Masonry 9 ga., min. 518-inch long Stub.Naila Wood 1-inch leg staple spaced max, finishing nail with min. 3/16- t53.312-inch with 318-4nch diameter head spaced 4-inch o.c. and securing each h head spacedinc12-inchmax. 8-inch o.c. Inane] lap o,c, One (11) 18 ga. 1,14-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1 -inch leg staple spaced max. 0.072-inch. diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-ih and securing each finishing nail with min. 3116- Inch o.c. t53,3 spaced 16-in& o,c, panel lap inch head spaced 12-inch o.c. One {1) 14 ga. 5/8-inch long T nail or One ), nin 3J8-inch x 3/15-inch One (1) min, 1 34-inch long 16F-3 Max, Masonry 9 ga,, min- 5/8-inch long Stub Nail Wood 1 inch. dia. x min. crown staple spaced 16-inch x 0.072 25.6164nchwith3/84nch diameter head spaced 3i16-inch head dia. trim nail 8-inch o.c. O'C' spaced 36-inch o.c. One (1) 3.18-inchhead dia. nail, min. One (1) min 3/8-inch x 318-inch One (1) min. 1 3/4-inch long 16F-4 Max, I 6-inch Wood 1.25-inch embedment spaced 24- eW oodcrown staple spaced 18-inchx 0.072 inch dia. x min, 3/16-inch head dia. trim nail t25. 6 inch o.c. 01c, spaced 36-inch o..-. Three ( 3) min. 314-inch x 114-inch One (1) min. 1 3144nch long 16F- 5 Max. Wood crown staples in diamond pattern Wood One (1) min 34-inch x 1/44nch x 0.072-inch dia. x min. 114- 27 16- inch spaced 24-inch o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 484nch o,c. One ( 1) 14 ga. 518-inch, long T nail or One (1) 18 ga. I J44n& One ,',I) ch crownxC.0 I 72- inch d'amemin. 1. 75-inter x 16F- 6 Max. Masonry 9 ga., min, 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3116- 43.3 16-inch with3/8-inch diameter head spaced o.c. and securing each panel inch head spaced 8-inch o.c. lap I 6-inch o.c. One (1) 18 9a. 1 4-inch crown x One (4) min. 1.75-inch x Max. Three f3) 18 ga, 1 14-inch crown x 1- 14nch leg staple spaced 4-inch 0.072-inch diameter 16F-7 16- inch Wood inch leg staples in diamond pattern Wood n.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c, lap inch head spaced I I 16- inch o.c. ALC15001,4 FI- 12194-R7 Pace 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61320-3. 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 TECHUMICAL SERviczs, LLC ALUMINUM COILS, INC Soffits Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP Width, No, psf Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 314-4nch x 114an& Max. One (1) min. 1 3/4Anch One (1) min 314-inch x li4-inch long x 0.072Anch dia, x 23.5 16J_1 Wood crown staples in diamond pattern VVood16-inch crown staple spaced 8-inch c.c. min. 114-inch head dia, trip 31.4 spaced 24-inch o.c. 1 1 1 nail spaced 48-inch ox, Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel JVDF No, Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga,li4-inch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga 1/4-incri crown x 1-inch leg staples inT1Max, Wood J-Channel to joists; WdWood diamond pattern spaced 8-inch o,c. securing :02.7 164nch, One (1) 18 ga. 1/4-inch crown x 1-inch leg staples J-Channel to fascialocated;n the horizontal leg of the J-Channel spaced 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga. 114-inch crown x 1 -inch leg staples in diamond pattern spaced 24-inch o.c, securing diamond pattern spaced 12-inch o.c. securing 16jJ-2 Max. Wood i-Channel to joists; J-Channel to fascia; +43.3 16-inch One (1) 18 ga. 114-inch crown x 1-inch leg staples One (1) 18 ga, I /4-inch crown x 1-inch leg staple securing -33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 2 -inch o, c+ 11 secunng each panel lap ALC15001.4 FI-12194-R7 Page 6 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 Mich this report is valid This evaluation report does not express nor imp;y warranty, 4ristallation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-CHNICAL S-_RNncF_s, LLC ALUMINUM. COILS, INC Soffits ZE= Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width W Substrate J-Channel Panei Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga, 1/4-inch crown x One (1) 18 ga, 1 /4-nch crown x Three (3) 18 ga, I 14-inch crown inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o,c, of each female lock or spaced I 6- pattern spaced 24-inch o.c. 22.5JJ-1 Max, Wood securing J-Channel to joists:, inch o.c. securing each pane) lap Wood securing J-Channel to joists; 42.116-inch One (1) 18 ga. 1i4-inch crown x One (1) 18 ga. I i4-inch crown x 14nch leg staples located in the One 1 min. 1.75-inch x 0.0112-inch, 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min, horizontal leg of the J-Channel spaced 12-inch o.c. 3/16-inch head spaced spaced 12-inch o.c. 4Anch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No, Width Ikps Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.114-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Fee (3) 18 ga, 1/4- Three anchored to 12-inch o.c. securing One (1) 18 ga, 114- One (1) min, 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0,072-inch diameter 8024F-, 12-inch Wood leg staples in 1) min- 2.25- Wood leg staple spaced 8- finishing nail with min. 90diamondpatterninchx7dringOnekl) min. 1.75-inch inch o.c. 3,116-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced I 4-inch o,c, ALC15001,4 FL12194-R7 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 81G20-3. 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 repot does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TzcHNICAL SF-RvicEs, LLI-- ALUMINUM COILS, INC Soffits us• ` s I Avt)roved Systems for Maximum 24-inch Soffit Span YAth F-Channel and fascia Cap I Wall Connection Center Connection Eave Connection System Panel MDP No, Width W Substrate F-Channel Batten Panel Attachment Substrate Panei Attachment Fascia Cap Attachment Attachment One (1) 18 ga,114-inch crovw, x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 Syp 12-inch a,c, securing One (I ) 18 ga. 1/4- One (I) min. 1.75-inch X Max, rich x 11 ga. anchored to each panel lap 0.072-inch diameterinchcrownx1-inch 80 24F-2 12-inch Wood smooth shank rafter with one Wood lfinishing nail with min. egsstaplespaced8- 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 11.75-inch 3/16-inch head spaced incho.c 16- inch o.c. inchring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga. 1/4-inch crown x 1-inch leg One ( 1) 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No,2 SYP 12-inch o.c. securing One 18 ga. 114- One (! ) rein. 1. 75-inch, x Max. ga-, min. 5iiEi nch anchored to each pane lap inch crown x '-inch 0.072-inch diameter 80 24F- 3 2-inch Masonry long Stub Nail wits? railer ivith, one Wood leg staple spaced 8- finishing nail with min. 76.6 318-inch diameter 1} 7d x 2.25- One (1) min. 1.75-inch 3116-inhead spaced rich o— headspaced8- inch inch ring shank x 0.072-inch diameter 12-inch o.c. O'C' naii 24-inch o,c, finishing nail with min. 3/164nch head spaced 4-inch o. c, One (1) 18 ga, 1 /4-inch crown x 1- 4nch leg Nominal 1x2 staple securing the No 2 SYP nailer of each female Three (3) 18 ga, 1,14- anchored to took or spaced One (1) 18 ga. 1;4- One (1) min. 1.75-inch x Max, inch crown x 1-inch rafter with one 1 e-inch O.C. securing inch crovvn x 1 -inch 0.072-inch diameter 80 24F-4 16- inch Wood leg staples in 1) min, 2,25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3J164ricti head spaced spaced 16_'jinch o,c, shank nail One {1) min. 1.75-inch each panel lap 16-inch oz. x 0.072- inch diameter 24-inch o.c, finishing nailwith min. 311 6-inch head spaced 4-inch o-c. ALC15001,4 FL12194-R7 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 81G20-3, 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. 7hjS evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF_cPi,N'lC,AL S: E:RVICES. LLC ALUMINUM COILS, INC Soffits Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga, 114-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min, 1.5- Not SYP lock or spaced One (1) 18 ga, 114- One ;1) min. 1.75-inch xI Max inch x 11 ga, anchored to 16-inch o.c. securing inch crown x 1-inch 0,072-inch diameter 8024F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min- 60 roofing nail spaced 1) 7d x 2.25- inch c,c. and securing 3!16-inch head spaced 16-inch o.c. inch ring shank One {1)min. 1.75-inch each panel lap 16-inch 0'c. nail 24-inch c.c. x 0.0724neh diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga, 114-inch crown x 1-inch leg staple securing the One (1) 14 ga, 5/8- Nominal 1x2 nailer of each female inch long T hall or 9 Nc,2 SYP lock or spaced One (1) 18 ga, 1/4- One (1) min. 1,75-inch x Max. ga., min. 5,18-inch anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 8024F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood ieg staple spaced 8- finishing nail with min. 60318-inch diameter 1) 7d x 2.25- inch o,c. and securing 3116-inch head spaced head spaced a -inch inch ring shank One (1) min. 1.75-inch each panel lap 16Anch c.c. O.C. nail 24-inch c.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o-c, ALC15001,4 FL112194-R7 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, 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 TECHMICAL SEEIFVICES, I —LC ALUMINUM COILS, INC Soffits 2= I Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap i Wall Connection Center Connection Eave Connection System Panel MDP No, Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 Nc1 SYR scabbed between rafters with One ( 1 ) 18 ga. 114- one (1) min. 2.25- inch crown x 1-inch inch x 7d ring shank ileg staple spacedNominal1x2nailstraight -nailed 12-inch o.c. No,2 SYR Three,3, 18 anchored to ga, . 1144n&, crown through the rafter securing each panel one (1) 18 ga, %- One (1) min. 1 . 75-inch Max. rafter with one x 1-inch L-9 into the end of the lap inch crown x 1-inch x 0 072-inch diameter 243_112 nch (1) min. 2,25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. ±60 x 7d ring pattern spaced 16- min- 2.25-inch x 7d One (1) min, 1.75- 8-inch c.c. 3/16-inch head soaredinch shank nail inch o.c, ring shank nails toe- inch x 0,072-inch 12-inch co, 24-inch o,c. nailed on either side diameter finishing of the batten at nail with min.3116- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1)2 No,2 T SYR scabbed One 11) 18 ga 1/4- between rafters with inch crown x 1-inch one (1) min. 2-25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYR Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. anchored to g a, 114-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-in.ch One (1) min, 1.75-inch Max rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch (1) min, 2.25- staples in diamond batten or two (2) lap Wood 8dnch ci c, and finishing nail with min, t53.3 inch x 7d ring pattern spaced 16- min. 2,25-inch x 7d securing each panel 3/18-inch head spaced shank nail inch o.^_ ring shank nails toe- One 11) min, 1,75- lap 16-inch o.c. nailed or either side inch x 03.0724rich24-inch o.c, of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 44rch o.c. 24-inch o.c. I I I I I I ALC 15001,4 FL12194-R7 10 -of Il This evaluation report Is provided for State of Ronda product approval under Pule 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, cr ofiier product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Approved Systems for Maximum 244neh Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channei Attachment Attachment Three (3) 18 ga. I 14-inch crown x One (1) 18 ga, 114-inch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three 13) 18 ga, 14-inch crownpatternspaced244ncho.c, of each female lack or spaced 16- x 1-inch leg staples in diamond 24Ji-1 Max c Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c, t-415 16-inch One (1) 18 ga. 1/4-inch crown x 1-inch leg staples located in the One (1) min. 1,75-inch x 0.072-inch securing J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-in--n o.c. 3116-inch head spaced 4-inGh o.c. Three (3) 18 ga. 1,14-inch crown x One (1) 18 ga.114-inch crown x Three (3) 18 ga, 1/4-inch crown, 41FIG h leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-lnch o.c. of el female lock or spaced 16- pattespaced 12-inch o.c. patternspacedMax. securing J-Channel to joists, inch oc- securing each panel lap securing J-Channel to fascia: 53.3 24-IJ-2 16-inch Wood One (1) 18 ga.114-inch crown x Wood One (1) 18 ga. I 4-inch crow, x 44A 1 - inch leg staples located in the One ( 1) min. 1. 75 -inch x 0.072-inch 1 -inch leg staple securing the horizontal lea of the J -Channel diameter finishing nail with min. nailer of each female lock or spaced 1 2-inch o.c, 3116-inch head spaced spaced 16-minch o.c. securing I 4-inch o.c. each panel lap ALC15001. 4 FL12194-R7 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC a," 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 SEPvicEF.. LLC ALUMINUM COILS. INC Soffits 03MEM INSTALLATION Note - refer to the APPPcv--z- Sys-rynvs section of ibis repc'tl for additioral h9stailation details of a selected systern. ar7d maximum. design pressures limitations. ALC15001.4 FL12194-R7 Page I of 19 This evaluation report is provided for State of Ficrida product approval under Rule 61 G20-3, The manulacturer shall notify CREAK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evak;afion report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SlEF?vicF-s.1 LLC System No. I Installation Detail M,"N, HEAD D;,4- N 41L. IIjflv 1,25' I'k I EDEENDkIENTSFACE 24' 0,C, FOP VV000 S, 4,G,47 -!` A. 11 0 F,, Lj j9 G;-, S- 7USNAIL 'A17H 3,'S"HEAD 3-4- MIN,, 51,">' PNSEDP, 15N7 SPACED S " 0. --, FOP Y SUBS 7R,4FESASCIA SLIP -5-I)ARC) 12F- 1 & 1 11 ", '-- SOS T 12F- 2 JAIAX, 12-INCH SPAN F" CHANNE-L FAS& A LP 1/4" A TIPIM STAPL- K)FR-1 TO ASCiA BDAIRC) #T-508" X 3 /8" STAPLE 16" 10.1-1 i: I-, — . . 3/ 4" TIMM NAL WN. 5- NAILS PER 112' Pl-f'--CE SOr-FIT & FASQiA Q-`-NL ALUMINUM COILS, INC Soffits Appendix B ALC1 5001, 4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 1E I G20-3, The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for whiah this report is valid, This evaluation report does not express nor imply warrarity, instahation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUA COILS, INCCREEKsoffit$ A TEC!,-0,J1CAL SF-RvicEzs. LLC Appendix B I System No. 1 Installation Detail 12F-3 3/e, SCIFF7 STAPLE OPEN RAFTER STAPLES 3/4' X 1/4' ', 1DIAMOND PAiTERIN CROWN STAPLES -,--,E,,/' QETA1L QSINC A DIAMONO PATTERN FACIA BOARD ASCIA CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER 1 —3/4- TRIM NAIL FACLA BOARD 1-3/4' TRIM NAIL PAJUTEO S,S-jj F' CHAINNEL CAN BE PAINTED S,S 48" FASCIA CAPIINSTALLEDWITHTHE111NAILINGFLANGEUPOR3/4' X 1/4' DOWN CROWN STAPLE LSOFFIT - WOOD SOFFIT SUBSTRATE SOFFIT FA Q, C, IAOC. DETAIL ALCI5001,4 FL12194-R7 Rage 3 of 19 This evaluation report is provided for State of Florida PFC&Ct 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 fepoft does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I I System No. I Installation Detail I 12F-4 NAJL74GA 7v-NAIL OF NflTv 9GA". V7'H 31S' -*ZADDIA 5!3" DIAEN7 S' C, C-FOR Nt-,SONRY 453(4A SLIP E30AF,)D FASCA RW 1- 3/4- TRIM NAJL FACIA BOARE) PAINTED S S. 4-FASCIA CAP 1/ 4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Scifft Appendix B ALC15001, 4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CRE-EK Technical Services, TLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation naport does rial express no, imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS. INCCREEKSoffitsaTEc,-*,11CAL SERVICCF-s, LLC Appendix B I System No. I Installation Detail OPEN RAF7f-R X CROWN STAPLEJV SOFFIT --TAPLE FACIA BOARD DIAMOND PATTERN DETAIL 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DMONC PATTERN FASCIA CAP 12J-1 3/4- X 1/4- LROWN 8' 1-3/4- TRIM NAIL I FACIA BOARD 1-3/4- 7RIM NA L-j STAPLE ON CENTER PAINTED S,S, PAINTED S.S. 48" FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFT T WOOD OR BLOCK SOFFIT FASCIA SUBSTRATE D ETAI L ALC 1500,1,4 F1-12194-R7 Page 5 of 19 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 forwhich 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. I System No. I Installation Detail 12JJ-1 & 16JJ-2 0 X S14Aes 24- 0, r ALLIMINUM COILS, INC Soffits Appendix B 189t I W x I' staples 24' a, max on 'DiarnT Patten 1--tM 5 1 ?9,5, 1;4 1" ma 15taple- 'n horzwlla! —; 1E,g C", fennale « ALCI5001.4 FL12194-R7 Fage e of 19 This evaluation report is Provided for State of Florida product approval under Rule 6IG20-3 The manufacturer shall notify CREEK 7echnical Servi-ces, LLC: of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation repoi I does not express nor imply warranty, installation, recommended use, or othe, product attributes that are not specifically addressed herein. ALUMINUM COILS. INCCREEKsoffits TEci-NICCAL SERVICE:S, LLC Appendix B System No, Installation Detail ASCIA BOARD FA C!A CAP SCIFFU OREN RAF TER L 7 FASCIA BOARD 16F-1 SOFFIT S, FASCIA V, OE &416F TAIL CAP, REFE4 FIT 3. FASCIA ALC15001A FL12194-R7 Page 7 of 19 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 attibutes 'hat are not specifically addressed herein. CREEK Tizcl-iNICAL SERVICES, LLC I System No. I Installation Detail 16F-3 & 16F-4 SOFF11 T F" CHANNEL FASCIA LIP 1/4" 0 MIN, 3iS' HEAD DtA, NAIL, MIN. 1.25' E1ABEN,DM1EJN,7 SPACED 24" C.C. FOR WOOC SUeST! RATES, MIN, I 4GA 7-,,%A!:- OF, NflN. 9GA, STUB NAIL WITH 3/3" HEAD DIA- MIN. 5,!S' EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SUP BOARD FASCIA TRIM STAPLE SO --FIT TO AS0A BOARD #T50' 8" X 3/8" STAPLE 116 " 0, C, S 1-1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIEC'E- ALUMINUM COILS, INC Soffits Appendix B ALC15001,4 FI-12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G2r0-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repon, is valid, This evaluation report does not express nor imply warranty, iristafiatQn, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECH3'41CAL SEPVICES, LLC System No, I Installation Detail 166F-5 3/4" X 1/4' \ CROWN STAPLES USING A OtAMOND PATTERN I F' CHANNEL 'CAN BE 1-3/4- TRIM NAJLJ fNS7ALLED WITH THE PAjNTE0 C.S. 48' NAILING FLANGE UP OR DOWN WOOD SUBSTRATE SOFFIT- ALUMINUM COILS, INC Soffits PEN 3/0* TAPLWTVEENSOFFIT STAPLE ORAFTERSE: I DIAMOND. PA7ERN 3,V SETVEEN 1 )DETAIL PI -ES FACIA. & CORD 171 ASCIA CAP 3 / 4- X 1/4- CROWN STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT &_ FASCIA DETAIL ALC15001,4 FL12194- R7 Page 9 of 19 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 reports valid. This evaluation repor, does not express nor imply warranty, inslallation, recommended use, or other product attributes that are not specifically addressed herein. System No. Installation Detail 16F-7 MSTRAIE MV RAMR, FASCIA SoAro FASCIA CAP PFFfp 70 SOFFT1 I FAKIA of iAL SU-1-IT, t4A)- 116' SPAN J D.4 SUM ALUMINUM COILS, INC soffits Appendix B FAS`14 5500 SOFFIT & FASDA DETAIL 3Z ALCI5001,4 FL'12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 5IG20-3. The manufacturer shall notify ORE',—::K Technicai 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 attrititAes that are not specifically addressed herein, CREEK L-1C No, I Installation Detail OPEN RAF ER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER, USING A DIAMOND PATTERN CHMNEL J—/4' TRIM NOM PX?,aW S.S. 4,8 WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLEAe' SOFFIT STAPLE DIAMOND RATJ ERN DETAIL 3/4- X 1/4- CROWN TRIM NAIL FACIA BOARD STAPLE -8- ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIIA DETAIL ALC15001-4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of r:Iorjda product approval under Rule S,C-20-3, 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. 1 System No. 1 Installation Detail 1 qa , 114' Y 1' staples 14 o,s mai A 8ga , 1 i4- 1' 24- 0 LDIarnoTid, Flatten ALUMINUM COILS, INC Soffits Appendix B 1 Saa,, 'itch x I' staples 24- cc max Diarnoncr Patten staples, 8 rna, DO'Ni A ALCI 5001,4 FL12194-R7 Page 12 of 19 This evaluation repot is provided for State of Florida product approval under Rule 61G20-3, The manufacturer shall notify CREEK Technical Services, LLIC 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, o, other product attributes that are not specifically addressed herein. COILS, INC SoffitsCREEKaAL'UMINUM TE--H?14lCAL SERviczs, LLC Appendix B ALC15001,4 FL12194-W Page 13 of 19 Thiss 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 attnbutes that are not specifically addressed herein. CREEK TF-cHNICAL SzFwicEs, LLC ALUMINUM C011-5, INC Soffits Appendix 8 System No j Installation Detail I TRVt NAI V FASCIA BOARD PAWTED SS CROWN I FASCIA CAP UsiNG A D;AtIOND FA'TER14; REFER TO SOFFIT A 1-,d- CROWN STAPLE FIT STAPLE DIAMM BE AIL I TRtM, hAk PAINTED S S FAJIA KARD SOFFIT & FASCIA DETAIL 24F-1 24F-4 -,j- CROWN STAPU FASCJA CAR; REFER To SOFFIT I FASCIA TAX Play S32's 1'X2' &YP> AthorE4 MAX 2' Stao), Nail at jjSRaliv WCOO SIIBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI5001.4 FL12194-07 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G23-3. 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. ALUMINUM COILS, INC SoffitsCREEKaTEct-i.,N'ICAL SF-Rv czs, LLC Appendix B System No. Installation Detail 1 ,, TRLl 'cka. FASCIA BOARD FASCIA ' CAPI-,'- i'IOVTH SHANK ROOF 4AtS SDfFIT---7 i-.J- CROWN STAPLE Mil NAI FASCiA BOAROPAINTEDSs fj SOFFIT & FASCIA DETAIL24F-2 & 24F-5 S I Ai ASCIA -FU Tf) S13fFIT I FASCIA W030 SUES ALC15001.4 FL12194-R7 Page 15 of 19 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. LCREEKmllnl- TECHINICAL SERVICES. LLC ALUMINUM COILS. INC Spifrits Appendix 8 System No. Installation Detail I I- TRN Nkl FASriA BOAPOjps 14GA T44ALS- FASCIA CAP I-xj- [POWN STAPLE 1 TRVI, NAIL PAFASC; A BOAR* PAINTED S, SOFFiT & FASCIA DETAIL 24F- 3 & A ' 24F-6 1--.)- CROWN STAPLE CAP; kt'fg TO SOFFIT L FASCIA OETAil 1' zZ' SYP SOFFIT; rAX 24' Id Rmq Slwk Nail '3i every Rafler MASONRY ff ALC15001. 4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3- 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. N. CREEK TF-cH'11,43CAL SF-RvicEs, LLIC System No. 1 Installation Detail 24J-1 & 24J-2 STAPLES USING A CIAMOND PATTERN. REFER TO SOFFIT SIAPIz fj,AMO% PATTERN XTAIL 14"Awlfi WCOO SUBSTRA j" ?Rhl NAM PANTES 5.5. 71 7 I'AMA aDARD ii C,;CWN WAIPLE AS,'IA AP, RETER TO S3MT I FAS0A CfTArL SOMT; rAX 24" ALUMINUM CCILS. INC Soffits Appendix B ASCIA BOARD ASCA CAP xi- CROWN S-.Aptf SOFFIT & FASCIA DETAIL 3 84 SOFFIT STAPLE OlAt-IOND PATTERN ALC15001,4 FL12194-R7 Page 17 of 19 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 SERVICESLLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail OPEN R-FT-P Palter 191 c max anc Longx 072'b a Mf' o"' vOj uy Ux I 24JJ-1 rarrond, pallor; stapli": M;i; aplps 24" 0 C may ta4 B ALC 15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, '-LC of any product changes or quality assurance changes throughout the duration for which this repoh, 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 SERY7Czs, LLC System No. I Installation Detail 24Jj-2 C, 1' C max and a"' Lon,; x,072"Cna, Tn7 NA,,' w0i i He id r C M, 3X 3" OEr$ PAFTER A I ? Ir'a , I W ;" I, staples 1 --;" o,r. rna-, WMM ALUMINUM COILS, INC Soffits Appendix B 18ga,', Wx V may Diamond' fatten annpl 1- s,, apies 24"o c, may, staples 1' 11 1: malt Diamond' Fatten Oiarnoncr Fallen 9a f4' A V slapies m h=ontai leg Ofernaie laz J- Cnanrle ALC 15001,4 FL12194-R7 Page 19 of 19 This evaluation report is provided for S' tateof Florida product approval under Rule 61 C-20-3. The manufacturer shall notify CREEK Technical Services, LLO of any product changes or quality assurance changes throughout the duration for which this repor, is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or outer product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICE--. LLC DESIGN WIND LoADs ALUMINUM COILS, INC Soffits The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, M, and IV buildings shall be as defined in Section 1609 of the FBC 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3, Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft, 4, All calculations are based on an effective wind area of 1 04or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,n is shown in the tables below. Design pressures are multiplied by 0.8 in accordance with Section 1609. 1 .3 of the F&C. 8, Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0,4 x hfean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC 1 5001A FL12194-R7 Page I of 4 This evaluation report ponis 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, instaliation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM 00-11-S, INC soffits Appendix C Des Wind Pressures for Soffits in Exposure B Building Mean I Type Zone eight Roo' H(ft) 120 130 140 Basic Wind Speed (mph) 150 160 170 180 90=200 20 16,9 i 19.8 22.9 1; 26,3 30,0 33,8 37,9 A2.2 1 -46,8 25 16.9 19.8 22.9 26,3 MO 33,8 37.9 42.2 468 30 16.9 i 198 22.9 26,3 30,01 33,8 37,9 A2.2 46,8 4 40 18,3 l 21.5 24.9 28,6 32,5 367 412 45,9 50,8 50 19,5 22 9 26,5 30.5 734., 39A 43,9 48,9 541 Enclosed 1 60 20.5 24.0 27.8 32.0 36.4 i 41.1 46,0 51 .3 1 -56.8 Negative 20 20,8 24.4 28.3 32.5 37.0 4 1, 7 46,8 52 1 57,8 Loads) 25 20,8 24.4 28.3 l 32.5 37.0 41. 7 57,8 30 20,8 24,4 28.3 32,5 37.0 41.7 46,8 52. 1 57,8 5 40 226 26.5 30.7 35.3 40.1 45.3 50,8 56.6 62.7 50 241 28,2 i 32.8 37.6 i 42.8 48,3 i 54.1 60.3 66.8 60 25,3 29.6 34A j 39.5 E 44.9 50, 7 56,8 63.3 70-1 26 10.8 1 123 14,7 16.9 i 19,2 1 30.0 25 10,8 12,7 14.7 16,9 19.2 217 24.3 27.1 313.0 30 10.8 12,7 14,7 i 16.9 19,2 217 24,3 27.1 30.0 40 11.7 13.8 16.0 1 1 8,3 2 --;, 5 26.4 29-4 32.5 50 114,7 17.0 19.5 22,2 251 231 31,3 34,7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29,5 32.9 36.4 Positive 20 1o,8 12,7 14,7 16.9 19,2 217 24,3 1 27,1 30.0 Loads) 25 10,8 12,7 147 16.9 19.2 21.7 1 24,3 271 30,0 30 10,8 12,7 14.7 16.9 19,2 21,7 24,3 2727.11 30. 5 40 117 13,8 16.0 18.3 20.8 23,5 26.4 1 29.4 32.5 50 125 L= 14.7 19.5 22.2 25.1 i 28.1 31,3 34.7 60 131 1 15,4 17.8 20.5 23,3 263 29,5 32.9 3e.4 ALC 1 5001A FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quahty 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 rECHN'ICAL SEFWICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height a Basic Wind Speed trnph) 120 130 140 1.50 160 170 180 190 200 20 213 25A 29.5 33.8 38,5 43,5 48,7 54.3 60.2 25 22.6 26,6 30,8 35A 40.2 45.4 50.9 56.7 62,3 30 23-6 i -27,7 32.1 36.9 41,9 47,3 53.1 591 65,5 4 40 25.0 29.4 34,1 39. 1 44,5 i -50.2 i 56.3 627 69,5 50 26,2 30.8 35,7 41,0 46.6 52.6 1 59,0 35.8 72.9 Enclosed 60 271 31.9 37.0 42,5 48.3 54,6 61.2 68,2 75,5 Negative 20 26.767 31At 36A 41 8 47,5 53.7 60.2 iLoads) 25 27.9 32,8 38,0 43,6 49,6 56,0 62.8 70,0 1 77,6 30 29,1 34.2 39.6 45.5 51,8 1 -53.4 65.5 73.0 80,9 5 40 30.9 36.3 42.1 1 48.3 54,9 62.0 695 77,5 -L-15 8 50 32A 33,0 44,1 50.6 57,6 65,0 72,9 81.2 89.9 60 316 39.4 45.7 i 52.5 59.7 67-4 75.5 1 84.2 1 93,2 20 13,9 16,3 18,9 21.7 24.7 27.9 31.2 343 38.5 25 14,5 17.0 19.7 22.6 i 25.8 291 32.6 36.3 40.3 30 15.1 17,7 20,6 23,6 E 2e.9 30.3 34.0 37.9 42:0 4 40 16,0 18.8 21.8 j 25.1 28,5 32.2 361 40,2 44,5 50 16,8 19 7i 22.9 26.3 29,9 337 37,8 42,1 46,7 Enclosed 60 1 7A 20.5 23,7 27.2 1113.0 35.0 39.2 43.7 48A Positive 20 119 16,3 1 18.9 i 21.7 24,7 27,9 1 31,2 34,8 38,5Loads) 25 14.5 17,0 19.7 22.6 25,8 29.1 32,6 36.3 I 40,3 30 15,1 17.7 20,6 216 26.9 303 34,0 37.9 42.0 5 40 160 18,8 21.8 251 28.5 32.2 36,1 40-2 44.5 50 16, 8 i 19,7 22,9 26.3 29,9 33,7 3T8 39,2 42,1 467 60 17.4 i 20.5 23-7 27,2 31,0 35.0 43.7 48.4 ALC15001,4 FL12194-R7 Page 3 of This evaluation report is provided for State of Florida product approval under Rule 6 IG20-3. 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 no, imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKsoffits LL-- Appendix C Design Wind Pressures for Soffits in Exposure D Mean Basic 'Wind Speed (mph) Building Zone RoofTypeHeight (ft) 120 130 140 150 160 170 180 190 200 20 26,0 30'5 1 35A 4c.e 46,2 522 58.5 652 72.2 25 27.0 31,6 36.7 I 42.1 47.9 1 54.1 60.6 67,6 74.9 30 27,9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52,2 58,9 66.1 73.6 8 1 -e 50 30.6 35.9 41,6 47.8 543 1 61,3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63,3 70-9 79.0 1 -87,6 Negative 20 32,1 37.7 I 43.7 50.1 57,0 1 64.4 72.2 80.4 89. 1Loads) 25 1 33.3 39.1 i 45,3 52,0 59,2 66,8 74,9 83A 92.4 30 34,5 40.4 46.9 53,8 95.7 5 40 36,2 42.5 i 493 56.e 61.3 644 72.7 81,5 90,9 1007 50 37,7 44,3 51A 58,9 67,1 84.9 94.6 104.8 60 38,9 45.7 53.0 3 60,8 69,2 87.6 1 97.6 108,1 20 16.7 1 19 5 22.7 26,0 29,6 33.4 37.5 41.7 46,3 25 1 17,3 20,3 23,5 27,0 30,7 347 38.9 433 48.0 30 17.9 21.0 24.3 27,9 # 31,81 35.9 40.2 44.8 49.7 4 40 18,8 22,1 25,6 29.4 33A 37.8 42.3 47.2 i 52,2 50 19.6 3,0, 1 2e. 7 30.6 34 8 39,3 44,1 49.1 54A Enclosed ec 20,2 237 27.5 31,6 35.9 40,5 45-4 50,6 56.1 Positive 20 167 195 22,7 26.0 29.3 33.4 46,3Loads) 25 17.3 20,3 23,5 1 27.0 307 34.7 38.9 43.3 48,0 30 1 17.9 21.0 24.3 27.9 31.8 35,9 40.2 44.8 49.7 5 40 183 221 25.6 29.4 33.4 37,8 42,3 47,2 52.2 19.6 230 26,7 M6 34,8 39,3 44.1 491 544a56.1] 20.2 237 27,5 31,6 35.9 40, 5 45.4 50.6 ALCI50Q1,4 FL112194-R7 Page 4 of 4 This evaluation report is provided for Stale of Fonda product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services. LLCof any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TEcHNlCALSELRV1CF—S. LLC 3/8" F-Channel 3/8" 318" J-Channel 3/F' iSOMETRI[ VkWL11 3/8' PROFILE ISOMETRr VIE, 31'e' PR02s1 ALUMINUM COILS. INC Soffits 03-3-3a ! Al-C15001.4 FL12194-R7 Page I of 4 This evaluation, report is provided for State of Florida product approval under Rule 6IG23-3. 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 TES PINICAL SERVICES, LLC Fascia 1/8" HEM 6"FASCIA 3 " Kl ASK 1SCIMETRIC VIEW ALUMINUM COILS, INC Soffits ALC15001A FL12194-R7 Page 2 o44 This evaluation report is provided for State of Florida product approval under Pule 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. 4 W,- 16" Q4 Soffit 18' -BLI"K 8 PROF"Lc ALUMINUM COILS, INC soffits Appendix D ALC15001,4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manutacturer shall notify CREEK Technical Services, ILLC of any product changes or quality assurance changes throughout the duration for which, this report is valid. This evaluation report doesnotexpress nor imply warranty. installation, recommended use, ar other product attributes that are not specifically addressed herein. CREEK 12" T4 Soffit 5/16" 7/6- , 3 1/8" _1 3 1/8" 112" 7" / 11?" 13.75" BLANK 3/8" PROFIE 1/2" ALUMINUM COILS, INC soffits Appendix D END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer snail notify CREEK Technical Services, LLC of any product changes or quality assurance charges throughout the duration for Much this report is valid. This evaluation report does rot express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. IQ Florida Roilding Code Online q littps://www.flot-idfII)Llildiiig,org/prlI)i- al)p__(,Itl,aspx'?I)ziriiiii=w(iEVX... 1 _1 rm"rUQ7 B(715 "ome Log In User Regi-Waton I lot loptcs SUOn'01, SWCMIVe Scats & Fd(,(5 PtAAK AnonS FOC Staff f3cIS Site t441) t mks sed"'11 r}Product Approval USER: Put)W Use, P, QOw,t Apt,Qyj4jjftiju I Npd'K:4 W AIeI +.?SS.4311 Se,,' j,VIKMXP! i Application Detad FL # F13006-RIO Application Type Revision Code Version 2017 Application Status Approved Approved by D13PR. Approvals by DBPR Shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) TKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3114 708) 496-2800 Ext 200 rmetz0010tarnpabay,mcom Robert Metz rmetz001Cq)tarnpabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetz001@tampabay.rr.corn Doti Shaw IKO Industries ITD 120 llay Rd. Wilmington, DE 19608 717) 579-6706 don.shaw@tko.corn Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received 5 r ASTM D3161 modified to 110 mph ASTM D3462 ASTM 07159 Class H ASTM E106 Y"I 2016 2010 2011 2011 1 oF3 4/13/2018,7:41 AM Florida Building Code Online littps:/I/www.flori(tabtjil(iii)g,oi-g/pi-/pr app dt1,;tspx?param=--vTGF,VX... Equivalence of Product standards Certified by Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 7006,11 Cambridge, Cambridge HD, Biltmore and Biltmore HD Limits of Use Approved for use in HVHZ- Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other- 7OW) Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method I Option A 10/08/2017 11013012017 11/01/2017 Description Laminated architectural fiberglass asphakshingle manufactured at IKO's Kankakee, IL; Hawkesbury, Out.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate FL7006 R10 C CA(: Letter A5'lr1 W5161 letter - 9-26-20 17) from FWpdf FL7006 RIO C_CAC 1-ettet - ASTM D3,162 let(ei - t9i 2(}-2QI7)'Pdf Fr7006 RTO ( ' - QA( Letter - ASIM E110 letter 9-20-2017)'Pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions 117006 RIO 11 WO-187 02-01 Lcq!er - twitallition In tettctrnrrs foi FRC FL7,)06,1)df Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at TKO's Kankakee, It, Toronto, Orilt, and Brampton, Ontario plants, Certification Agency Certificate FL7006 RIO Q_CAQ ASS-M D 34(52 - Shmqie Audtt 1-0(waticrn - (6-28-20t7).pdf FL7006 RIO C (,,AC Letter - AzS;rf,1 D3161 letter 1(9,2(,=1017) from Fr,1,pdf fl-7006 RIO, C CAC_Letter' - ASIM D3462 lettei - 9 26- ? 0 1 /), J'FJj FI-7006 RIO C (,AC Letter - ASIM F-108 IeUer - 9 26-20'17)'PCf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions F'L7()06 RI Q_ II flip and Ridge. Cap S1,00 gre lwAallation Ins,tructions'pof f-LiQ06 RIO 111KO, I 87-W-01 Letter it Instructlow., ror FC13C 1`17006,pdf Verified By: Due I Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent'Third Party: 7006,3 Leading (Age Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI-7006 RIO C, CAC Lekire, - ASirl D3161 ietrei Approved for use outside HVHZ: Yes ('9 26 2017) froin Ffl,pdf Impact Resistant: N/A f-L7000, RJQ_C CAC L(Ater - A- rN1 D346a1 letter Design Pressure, N/A (9, 2C 2Q11), pdf 7:41 ANI Florida 111.1ilding Code Online https://www,flovidabiiilditig,org/pi-/pi, Other: 7006.4 Marathon Plus AR, Superglass Plus AIR Limits of Use Approved for use In HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: F130Q6 RIO C CAC Lettof AST" k10,8 letter 9-26- 2 Q 1 7)pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions Fl 6,R10 11 )j !q lf)5 iwKQL87O _,Qr, fOr FBf' FL7()Q() Ftjf) II- 9Q Plus Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 Lab fiberglass asphalt shingle manufactured at TKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont., Sylacauga, AL and Kanakakee, It- plants Certification Agency Certificate Ff7i)06, RIO_(- CAC t4Atei A5tM OW lvttvt FL-700(- RIO C f,,,A(" (,Miter ASI M 1 )3462 letti'-r - 20 F0006 RIO C CA(-, fetttej A`,>'!'M L',JOR ie Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions I'VOWRIO"R Insirw(unis ltun- FFV-'Ft 124 z-f4tt Venfled By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 90te"Anti : ZW I 7?0@) The State of Flo-kld 6 all AA(EF) employer. :: F-1vXX .: ltuStii'PAIY :; Kepakof w0wPwl't Under Honda 6w, emati addte"ft are public oaccadi. Ifyou do not want Your e-mad address relaased to response to d public -records request, do not send electronk: nool to this entity. Instead, contact the office by phone or hy VACI(Nonal malt It You have any questk)ns, Please Contact 850.4871895. 'pursuant LQ Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees IcenNed under Chapter 455, M.S. must, provide the (Department, with an ernarladdress d they have one. The enndfl$ PrOVKIeO may be used for offrO comironicatton with the bcemee, However ematl addresses are public: recool. If you do noL with to supply a pemonal address, please provide the Department with an ernag address which can be made avalfalste to the public 'to determine ifyou are a licensee under chapter 455, please chrk 4 product Approval Accepts: rn mi 10-4 M Gfedit Gard Safe 3 of 3 4113/2019, 7:41 AM V October 27.2O17 KO|nduebies. LW 1%O[lay Rd, Wilmington, DE 19809 Ro:F8C FL7008 PRI Construction Materials Technologies has completed a technical review and attached seated shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1} |KOShingle Application Instructions —3-TabShingles EN- 3Tmb_/\pp\ 11_mfonnatted2O13-02-rev07Y13-F|uridm) 2) | K0Laminated Shingles Application Instructions EN-Lemmsd* ci/\pp\na_8TTEFS-2U12'04_reformatted 2O13-02'rev07/13-F|prida) 3) |KOHip and Ridge 12App|iumhon|nutructionw EN-HipondRidge 12_ 3HRTri'2O13-0g_rehonnaMed2013-OD) 4) |KOLeading Edge Plus Shingle App||cwtionInstructions EN-3LEP-Tri-2012'06_ rekomnattud2013-03) 5) AQTN1 D3161 Test Report ( FM Approvals Project No. 3040847) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govem, PFUConstruction Materials Technologies and/or DucT.Nguyen, FLP,Ednnot have nor plan \oacquire efinancial interest inany company manufacturing ordistributing products for which the test reports are issued. Signed: Signed Brad Grzybo)0ski Managing Dfrector October 27.2017 Date Attachments: AJ|KDShingle Application Instructions '3- Tab 8)(KOLaminated Shingles AppicaUon|nmhuohono C)|KOHip and Ridge 12Application Instructions D) IKO Leading Edge Plus Application Instructions mo-1o/nzo1 NO Florida R#gt9t6f6d-- Kofossional Engineer P.E. Number- 66034 October 27.2017 PRI nstrvcdon mw"dan`ecm"logiem.ucw/, Widget Urive Tamp, uomo nymaom,vx nuouo/ mw e-mML wuate:^ttlimvwritim,m" mo Installation Instructions for xsphanS^|ng/es Page zmo UKO Sh^n U A DU~ U 3-T ` Shingles ASTMD3161^Class F—|KOMarathon 26AR and CRC Supamg|amsA025AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCT|QN WITH |KO`8 PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK. Solidly sheathed and fastened deck conforming 0o2O17FBC U : Applied in accordance with building code requirements. For areas where the roof slope is less than 4^ per foot down to 2" per foot, use 2 layers of undedaymontoonhznming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps.Apply metal drip edges untop of any underlay along make edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11or12gauge, with atleast 3/8''diameter heads, long enough 10penetrate through plywood or3/4''into boards, Use 4nails per shingle placed 8-10"above the butt edge, approx. 1''and 13^from each end and 1/2~above each cutout. Drive nails straight mothat nail head ia flush with, but not cutting into shingle oudooe NAILING ON STEEP SLOPES: For steep slopes of 21 " per foot (60') or more, use 6 nails per shingle placed aoshown below. Ensure that nnnail imwithin 2^ ofajoint/cutout ofthe underlying shingle, Seal down each shingle at time of application with three V diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering, CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight, EXPOSURE: Installed shingles shall have amaximum average exposure uf5-5/ ^ STEEP SLOPES DO NOT NAIL INTO OR ABOVE THE SEALING STRIP pmCons*wfio" W terials recm"logies.uzwoaadge'Drive Tampa, usmo rumx-6/xn, ux:m3-m1-5wo e-maW materialstesfing@priGmtCom W*wite,p*°m*m mV Installation Instructions for Asphalt Shingles Page omo U& Laminated U^ U kn U~^~ InstructionsKUK"$ K o8v°~^"0 "U K8"~.ons NOTE: THESE INSTRUCTIONS SHALL BE USED IN QONJUCTION WITH INO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4^ per foot down to 2" per foot, use 2 layers of underlayment conforming to building node requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions, For areas where the roof slope is 4" per foot urgreater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges ontop of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least3/8"diameter heads, long enough hnpenetrate through plywood or3/4^into boards. Use 4nails per shingle placed inthe nail line 7-3/8^ below the top edge, approx. 1"and 13''|nfrom each end. Drive nails straight mothat nail head inflush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60') or more, use 6 nails per shingle placed amshown below, Ensure that nonail iswithin 2^ ofojoint/cutout ofthe underlying shingle. Seal down each shingle at time of application with three 1 " diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2'^above the bottom edge and equally spaced along the sb<nO|o, Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: |nmiaUod shingles ahmU have maximum average exposure of5-7/8^ mmuws- onEEpaLops xppucArmw wmeuNAILS PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE nOTuTHE OVERLAY AND UNDERLAY PORn* N$oFTHE SHINGLE pmc wmm* mwe.m*m"uumouVge.,Drive rim°"p-33610 m"m3-oomnw e, mail! WebS1te,h"pJAMvPm;f11t,CQi11 IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Nip and Ridge 12 Application instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN, Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 118" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS, WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS, REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. f.8'6it ('.41t I>RI Construction Wert* I echmologles, Li_C. 6412 badger [love Tampa, Fl. 33610 1 el, 813.621-W17 Fax: 813-621 5840 a mail: matenalste0noc(opriorm c.0m 4vebsita: http V' w.pdcm4com um Installation Instructions for mpmmomng/es Page ov15 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN C0WJWCTION WITH #KQ'8 PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. <NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any und*rlayment.omveprotection, valley Oaohinga.o/drip edges to roof deck as required. 2, Each 383/O'x131/4"(1OOOmmx338mm)|KOLeading Edge Plus strip isperforated lengthwise for separation into two (2) shingles, Take one I KO Leading Edge Plus strip and fold flat at perforation to separate- 1 'Take one ofthe separated shingles 3A3/8xO5/8'(1O0Ommx1G8mm)and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent hzthe eaves. The shingle should overhang the rake edge and eaves byanominal 1/4^(8mm)minimum. Fasten the shingle tothe roof deck with nails located 3"\n4^(75 mmto10Omm)from the omvoedge and 1''(25mm)infrom each enu- 4, Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3'`to4^(75mmhz1O0mm)from the rake edge and 1''( 25mm)|nfrom each end, 5, Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11m12gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use nails per shingle planed 3'to4''(75mm to 100mm) from the eave edge and approximately I" and 13" (25 prim and 330 mm) in from each end, 8, Apply Leading Edge Plus shingles to the remaining eave edges of the roof deck, Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang therakeedgeandeevembyanomina|1/4'(9mm)minimum Fasten the shingles Vr the roof deck with nails located 3^\o4"(75mmto100mm)from the mw* eedge, 4nails per shingle. T Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle ties flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first - course field shingles and help keep them from lifting in high winds, constructieti Materials I K'Niolegies, HC m,,nadge, Drive Tampa, v3361oTql:m3 621,57TT Fax, m3-621-5840m,mail: WOWW httleffitem'PrIcnitcom Florida Building Code Online htips://www.tloridabLtil(iiiig.org/pr/l)j__aipl)_,dti,aspx'?par iiii=wGEVX,.. 41111=1111 HCl$ Home lag In User R(xjrtratk)n Hot Topks SOrnk Surcharge Salts 8, Pacts PuWations FBC Staff 60s SO Mop LOOS Search Ocl Product Approvalbr (4:1-1--0 USER: PWOC User F;Qdw,A Apwoyal Me ort , HoOrick or Apptl4t,?!) satsh > API)x4tor, UA , Applicatkoi Detail FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Snail 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarrlorRoofing.net Authorized Signature Steven Crew Steven @WarriorRoofi ng, net Technical Representative Steven Crew Address/Phone/Ernail 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1/34 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Fmail 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven QnWarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, U-C Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist -- Hardcopy Received Certificate of Independence R/ ("'Qt HO, CMT cett: of Referenced Standard and Year (of Standard) 5tdn&rd Y"Arr ASTM (3226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved testing Lab H1,2346 R7 F,',jtjiy FW7 LO 17 t qprvatlenry,pof I of 2 4l 13/20 18, 7A4 AM Florida Building Code Online littps:i'/wNvw.floi-idabuilditig.oi-g/pi-/prapp"dt.l.aspx'?p<tratll-=v(,'ll'I'VX.,. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 2340.1 #15 and #30 roofing felt Method I Option 6 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ., Yes Impact Resistant: N/A Design Pressure: N/A Other, Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be an unprotected weathering surface, 2346.2 115w and 30w roofing felt Limits of Use Approved for use In HVHZ: No Approved for use outside HVW, Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be all unprotected weathering surface. Description ASTM D 226 rested Installation Instructions Verified By: PRI Construction Materials Technologies, Ll C Test Reports H-234C, R7 -TR-, ISA rest R(por",pdf FL,2346 R7 'T R, 30A test Repo,,pdf ASTM D 4869 Tested Installation Instructions f'L,?,346_-R7 Verified By: PRI Construction Materials Technologies, I LC Test Reports I 1-2346K IW 15W lest R(''Port-pdl F1, 2346 R7_- jR._'30"Y Rcp0l't,pdr Next: Co( Aacl, Us :: 2601 Mir Stooe Rood, tallahA55oe R 32,399 Uxtne;, f45Q-4a 7- rfl14 the state of Florida e; all AA/FFQ erniphyp.l. cqpyfja!,t -ZQJ3 State of rlof,04, :7 PINOCY 5ta!Lerilerit lrefulilo,SW I , -ZQQ,7 e Under rk'Ida law' ennei'l addresses am, pub6c 'VCQ'&' if you do not a,ant your e "lag oddmss 'e$eased in ',espuose to a pu1)k-,e,,ondN request, do not send eipcoonr ad to this entity. Instead, Contact the oWe by phone o, by Uadk,c)nal nad, If you have any q.esboi% please contact 8150A87.1395. -Peru ivat to Se,,Wn 455, 275( 1), Flooda Statutes, eff,.ruve October 1, 201 2, rensees licensed under Chapter 455, F.S.lost provide the Claporootnt ooth an en,ag address W they ta,e one, The e,"as rallysded may be used for offrol colninuaicatbo wKh the lkensee 1+uwewr email addresses are pook record, If you or) not wish to Supply a personal addnaSS, Please fxovKpa the Department .,All an email addoass, which Car, tie made available rQ the pubic. To determine if youare a NC"see under Chapter 455, F.S., please click Product Approval Accapts: M QJ W F] M Cre"' fit C Ild Safe 2 of 2 4/ 13/2018, 7A4 AM WTV ARRIOR4 ROOFING MANUFACTURING off P.O.BOX40185 oTUSGALOMA, AL35404 * PHONE (20) 5534734 e FAX (205)553-1755 193 LEROY ANDERSON ROAD * MONROE, GA 30655 * PHONE (T(0) 207.06M * FAX (770) 207-0716 323 DEVELOPMENT AVENUE * CHAMBER.$BURG, PA 17201 * PHONE (717) 709-0323 * FAX (fft) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial la'yer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been property positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the, eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge ofthe roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation ofthe horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the b, length a minimum of two inches as you move up shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seat the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR TILE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENT'S. 01 CITY OF SANFORD BUILDING & FIRE PREVENTION r D PERMIT APPLICATION Application iNcl: Documented Wistrm&n Nike: S I(Q) Job Addr ss: , c trio: Y es E] AEk I I ist( Mcd ID: Type of Work: N'mv[a-!ddMonEj Altemdonl.] Repair Derncl[D Charigcclrj's,ElII --- Movei 01 Denrotion ol[Work: I K cv?) , i'lan PcNie%I Contact Phone: F2. : wm We: Property Ov;w r [-,fornn--.flan Name Piton e PcsMest cf prupvn)? ciz, State Zip: Conlacor Iwormum r t a Maw Lican's N o Now, Wow Mon: Wqwn." VdAv" 1() M%Mv: (all I W IM Wil A MIN I W Qjy pi 1, IN 1 W 1 1% If 1. 1 W 1 1 P&M \1 L', I N ul, it P&WI, IN. % m ) I In (11 (Am v 1 il( ( Cll'!)i 1) 1 \!) I I) N I M( 1% TM W Q MII K! HIM IME 114QI I\Qpr(- I It ) \ IF ) W 1\1 no It, ( qq jj-, i IN 01 INK I ("M I I V I I i I N W A: I IADI R (}it AN IT I WA\ L) wFIA KA 'A (Wil" P V fH, IWI \(- 1-\!! \I 410f [Qti 4 aJdator to the raquremmo of Go Inamm thaa pqy be HAMMY unwilms vpvhk to 05 pnTOOkindinthePON1-mord I oftV, comy. an A Chao [to to a K n"M pernno teomj to Moto: pm zm= A c2vne; such mxOgnmemKnOWIanag"Cia" or OdmakISM& 2, XXONO" C Of'pornlK is \ mambon On I " 0 Em: 1, ["o O"t'lo j,:Opmy vf 1h: reownmus &F on. LAW L. FS n, Me ( V o"Samp! reg—as rorim of a mn rn ion Go W =2 Jpmms m4nnz .1 sop 0"14 emut", CO&A-Ij a rqn7e I07dortoCOUIreaW= W is" owl: so 00 be Sonia:! 01 mmawj C Ow"Vm My & the W A' Cho tine Of suYryp'! - ThyROMAcov=mwn \ We "S b; KPONA bmi on cis cumn VYC 0112ml I a4z m CQI x Ow um to P-0 v'!h ION COMNe S! OM COZYM dv%a Q"j CK to v0=2 conown 011 "T1 be aqA1& Can= pn4Z Fon Vhm to NN-.,,Q is 1buez, OWNI R'S A FF! DANIT: I colify 0mr all of the foregoing infortuaya is accurate and that all vi ork i0l hedoneinconqUance "Ki all applicalvle lj\Gs CO,15truetiou 77 I US I 0N-LY periviv Li 1-- Ld T Tonstrucphir 1711' d I----,—.,,----,— 1 ON SI 11 of Rlds--- Ain. Occupancy Iwo: S ofPM.,: tv ( 1ammirw Flociric - = (d'Ainp,_ 1ro nQ I N Alarm Amin: p " K J A \ 11 % [ -, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address- ff Historic District: Yes El No PT Pa reel ID: Residential W CommercialEl Type of Work. New AdditionEl Alteration F], Repair El Demo 0 Change of UseE] Move El Description of Work: &U011tpt Plan Review Contact Person: Title: ...... Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone; Fax: 0] Street: c 06 3 ('q12 CIL LO 7i State License No.: City, StateZip: Architect/Engineer Information Name: Phone: Street Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify' that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thus , jurisdiction. I understand that a sepal -ate permit must be secured for electrical work, plumbing, signs, Wells, 111001s, 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 (late: 5"' Fdition (2014) Florida Building (odc Vermit ApphCatior, Revised: June W, 2015 In NQSI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may beQ_ found in the public records ofthis courtly, 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 711 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeOfSubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to Your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature, of Owner/Agent Date p trint Ownen(Agent's Name signature (ifNotafy-State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID — Type of ID Sig2- XlCAL Li0j4-`H'- Print Contractor[Agent's Name VX 7, A- Contractor/Agent is Personally Produced lD___ Type ofID— 6, 1. #FF 12MS5 Permits Required: Building 0 Electrical 0 Mechanical r] PlumbingE] GasE] Roof E] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - 4 of Amps Fire Sprinkler Permit; Yes[] Non APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit- Yes [] NoF] UTILITIES: WASTE WATER. FIRE: BUILDING: Revised: June W 2015 Permit Application 00 CITY OF SANFORD BUILDING & FIRE PREVENTIONfAWPERMITAPPLICATION Application No: IT-6f3y - Documented Construction Value: $ 5688.00 Job Address: 2661 Flicker Cove Historic District: Yes No Parcel ID: 17-20-31-502-0000-1180 WYNDHAM PRESERVE Lot 118 Residential 0 Commercial Type of Work: New Z Addition AlterationEl RepairEl DemoE] Change ofUse El moveE] Description of Work: Install new 3.5-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley — Title: Permit Clerk Phone: 407-975- 2762 Fax: 407-§22-2N7 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Street: 5200 Vineland Rd #200 Phone: 407-529- 3000 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-QR9-9307 City, State Zip: Winter Pac 32Z92 State License No.: CAC 032444 ArchitectilEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail• Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, Wells, pools, furnaces, boilers, healers, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Perniit Application 10 NU)JJJ,: Ili addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found it) the public records of this comity, atilt there may he additional permits required from other gownuriculal entities such as water monagettleat districts, state agencies, or federal agencies. Acceptailce of permit is verification that I will tiotify the owner of the property of the requirements of lorida Lien Law, FS 713. file City of Sanford requires payrocrit of a plan review fee at time time of permit submittal, A copy of the executed contract is required in order to calculate a plan review charge and will be cortsidcrcd the estimated construction value of the job at the time of submittal. The actual construction value will be figured based oil the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordivance. 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,, QWNER'S AEEJJ2AVJT; I certify that all of the to be done in compliance with all applicable laws regu Stgaatote of tit Dale Print 0wnrr/Agcnt's Name Signattac of Notary -State of Florida Date ug information is accurate and that all work will 00lIstructi u and zoning. 11,p of 0ontractor/Agent, Kevin Stine Print Contractor/Agent's Name signature 10/24//2018 Date KELLY WEIIISTER Notary Public - State of Florida COMMISSIon # FF 978034 MY COMM. ExPlies Apt 4, 2020 Owner/Agent is — Personally Known to Me or Contractor/Age-iM ff-71 K Produced ID -- Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BulldingE] Electrical [] Mechanical PlurnbingE] Gas[] Roof [] Construction 'rypc-. 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 [] ft of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: Fire Alarm Permit: YesE] No [] WASTE WATER: BUILDING: Pcvise& Jum: 30, 2015 21111111115111=11 FIRE INSPECTIONS CITY OF SANFORD 407.562,2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 55.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Page 3 Application Number . . . . . 18-00003137 Date 10/24/18 Property Address . . . . . . 2661 FLICKER CV Parcel Number . . . . . . . . 17.20.31.502-0000-1180 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . PUD Permit . . . I MECHANICAL - NEW RESIDENTIAL Additional desc Phone Access Code 1084136 Permit pin number 1084136 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MH01 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688,5080 Application Number . . . . . 18-00003137 Date 10/24/18 Application pin number . . . 119376 Property Address . . . . . 2661 FLICKER CV Parcel Number . . . . . . . . 17.20.31.502-0000-1180 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . I . Property Zoning , . . . . . PUD Application valuation . . . . 310457 Application desc ris in folder/ need noc Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Other struct info . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2856,00 Permit . . . . . MECHANICAL, - NEW RESIDENTIAL Additional desc . . Phone Access Code 1084136 Permit pin number 1084136 Sub Contractor . ONE STOP COOLING & HEATING INC Permit Fee . . . . 110.00 Issue Date . . I . 10/24/18 Valuation 5688 Expiration Date . . 4/22/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7z30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection, Communication is the key, so please contact the Building Official if you have any questions at 407,688.5058 or at dave.aldrich@sanfordfl.gov Other Fees . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1155.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 17 1103.95 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. UNIVERSAL ENGINEERING SCIENCES 73532Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423,3106 UESProject No: 0110,1700817,0000 Workorder No: 9405960-4 Report Date: 9/20/2018 In- Plslq2 D2nsily Tesl 13ppg!J Client: Park Square Homes UES Technician: Sammie Edwards 5200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 09/20/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2661 Flicker Cove (Lot # 118) Imin 9f 1nt Material: Fill Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density pcf) Dptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction W Fill Depth inch) Pass or Fail 16 North West Corner of Pad 0-1 ft 106,8 10.6 108.5 9,5 102 N/A Pas! 17 South West Comer of Pad 1-2 ft 106.8 10,6 1047 8.5 98 N/A Pas: 18 South Est Corner of Pad 1-2 ft 106.8 10.6 106.1 5,5 99 N/A Pas: 19 North East Corner of Pad 1-2 ft 106.8 10,6 102.5 4.2 96 N/A Pas: 20 1 Center of Pad 2-3 ft 106,8 10,6 101.4 6.9 95 N/A Pas: Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. k It fk^ 0-k1i' —4 --h—, 'fl r<snorfn — —k—W-4 — I --f" ^f —, 'G—#' — 4 — ft, AS F)RNISHED: Lot 1 18, WYN014AM PRE-SERvE, os, rcc,)rcl(-d in Pcyl 8o(-)k 81, Pccll,s 91", 102 of thp Pubic Records of Semin00c, 1County, n rich. o POijNOA' R)' F'0R/CPRT1FlE0 rrr park Square Cwlerprisos, U-C (a Uek;wcre corpor-,7tion)l Winaerweedie, Hain,", Word & Woodmor, PA, Attorneys' Itie insurance Fund; Bcj-)I< of America RCUAWDER Or IOT 13 pludckls SWeomsloh PLAT BOOK 2, PAGE 41 40. 00' 19,47 1U.47 RIPMBC}ARP in FG4NOATYON a~ LOT 119 c0 FOPM AVEPAOC P41, I q 3, Ca 25. 20, 26.20* w um. awr, S 8943' 10' W 40, 00' 5.67' 5.67, ff LOT 1: 7 CZ CZ cl) I--, I aR SC ICA]!w CIO 117E STlller - 4' ( 60' * 75' LOI) 1 '14 15' (40' LOT) t:rffAOK kAV qf REO(ICEU U 20' ON CCRTAW k.OTS. NO MORE THAN M 'iUCGXSSJON AT 20' ANO A MINIMUM PLOT PLAN AREA GALrUOPiONS' 4N SUCCff90N IT 2S' MIA1LJ; I SOUA&V FE:- -- ---- GRADE ELEVATIONS rLATWORK N'QFF ip, TOTAL FE!OATINORK PR Pr DPAP4A(; F FLOW OR(VF 40, 111Q- 51.i* 50(t4RE FEET I ilA WALKS p A11, 011/PAD 1,4,54 SO Fr,"T 7 57/200- 257 f lOUAPF' FF.7 1.0 :;OJIW ri,e7 lylk, "? fi, f' RON7PORCH DECK 50pEt l Of) 2,8041 1.11 2,935 J, SMJAPE rcr, PeR PLANS 30.3, Q PQLX,r,,K NIA t NWC' FRrINT SW&WALK ANL} STRUT WCATICt, TAKFW rWW &ANS PXOIJIXQ UY "W - NOT F.4-1 Amvf- W &`S.Z',AWEXEI? SC077 ASSOC, jl-A/Cy -- AAAW 5400E. COLONIAL OR ORLANIJO. FL. 321307 (4 t ?7)-21?-32J2irAk iv. m NL`sfw CUkYAftlRf H k. Nt W4tffW.W PM$ tft. W ItAVY "l ft UlNtl MUTT INC WWmm Or W MR fP' RIF 1 sl1w W., im K —W., alcssooi 34wWAV5 N Wpm 00 n w..Smm Wm ftRSt F M ur'. Fzw,. tlokm ww"f "ftOR " ,c N Z., ft. m- mf wlomw— fUNNf3MY1 m Tw $mrm ilA9tE WY At mw W-- Im, m- NO DIC m afwll N' I.w ol I- o--k t-11, SN— 10 . —AQN .1 llkr WN hw o W 1w I'm WS—, WR-0, Aft 01= = OtZ OS;W4 111P W ;K Uft M &'a M~ 40.) scA -- rtRI'FifAT, PUW Rcosv, PLOT PLAN 00- is- ICIS I FORMaOARD 62W- d LOWIPROPORT, VO(F wr Ur winsw Y. i. -A fx914,tlffl 0 1MAN F100DPUNS AS AM 'F7RU' JAW SCOTT, L S #, Wl mw 2, t nom r 09—ze-07) t Monta Consulting & Design of WMR and Associates, LLC Northpointe 11 Phone (4417) 681-1917 1035 Greenwood Blvd, Suite 173 Certificate or Authorization # 9177 Lake Mary, FL 32746 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Mari,igernent Residential Des, n and BIM Modeling for Flornebuilders lanuar:y, 8,2019 Park Square Homes 5200'Vineland Road DrIando, Fl- 32811 Re: Wyndham Preserve, Lot 118 :2 r, (. r Field Repair (a-) Damaged Masonry Lintel To Whom It May Concern: Based upon an email from James Kaman with Park Square Homes on 1/7/19, we have been asked to review the above mentioned project in regards to the Lintel Plan Sheet [S4A]. It was brought to our attention the Gathering Room Masonry Lintel was damaged during construction ancshows signs of cracking and/or additional damage'. The contractor has requested -eview and repair conn-nen(s where required. - Per ou,l review, the contractor shall refer to the attached Partial Lintel Plan Sheet [S4. addressing required repairs as requested above. Based upon our structural review we certify that the above revision is adequate for the design loads cif this project. Contact Engineer of record for additional review if field conditions differ than a<, detailed this document. If you have any questions about this letter please contact my office. Regards, k Brian A. Danizis, P.E. Norida Lic. No. 81262 1/ 8/20 11 9 Reviewed and A)proved by, Ok% IIII III d S 1 x Q STATE 0FC' R Bryan E. Dahlke, Rfi- Florida Lie. No. 81439 1/ 8/2019 Page I of 4 Monta Consulting & Design of WMR and Associates, LLC 0 0 C Page 2 of 4 E S OF -E E l SE— TE EWT. T 05 BAR $ N01 CVI FAQ RO a..DBE X— oT XCI 1 11 Ex ENslo., coll I, E ENG.SEA 0 %006 tVAUuTw COIaRA-- CR To PWQ a AND P& AWE T E"TN C.R AlClWHEAD AA eSo AXX" S IQ "WA4olE MXZW ABOVE - K Ms V.EASL* CtlEO ZOHTA:A AT E" 3 Of Ex*T — DG opEllwl To A" RE1. AS DE7AIW GN T,* ATTACK RFIA-DETA ry, CORTAACTOA Si ENSURE. DESK SS OO-F.F PRXEE, zEXTI., ER7, c ssm"Rrt OVTM IAATTHECOWWTT-O r,EO l> a—DcWa KE, iss,, A77,s D( fLANg GA7HFR; NG Page3 of 4 AO' OlE 1 7 0--1 rb CATREFER 70 IPAMN 1—s ARC lo --V D NI 1110. IOT SHOWN I— OET— CONTRACTOR M A"-OWBLE TO S, A.L Wop -OFE MLlloORANO AC,OF LoMos ap' l-A To THE A- PFLO A,R50A,Te PAN7o T9EX6T.0 STAJTLMECONTACT ENG#"R OFRECORD, Pp70 FlEiDAITEPATICRS W oFp T, QF ON T,,,5 DETkl Ow,,, c0,,,w TpAcToA sl fhS, FAA. MDCOIC'KMI-Tok, R14 TIRiDEWPROCESSOF — EsTRG cW Is AEsi> SIc To THEM E RE ` IELQ Fr PAJ`* ARM0 VLflTC 4 SAM AT TA AL7EWiCNS AFIZ CAPAEDOLa * A OUTSrf$ OF TiE EXIST""" Ao .4.NER ANC ViDOW ARE NO—; 37 -oo OAM.GM FOUCWNG At ,MMSIF;' sTANDviTsWCXCATED 5 DEZ. Dr-ATES Al- IWTE LocAT* N OF G"TING —$ DNql TOBEREmol*o acFq To FrELZVEFWY-D ExsST.3 _so_ TYPCONTACT ERO*EE- IY RECORD IF 11F} o ct.OMORS, D+11EF, JtISTwYa RE,.FC Ev SDiVJ AFZPg 1167*4ATOS THE- - NEW MI-SOMRY fNTEL ANC CMU ASOVE RFive7Ail .SBAR A BOND BEAM WTl A 25',AP SP,-, CE TG 7ha EXST'WG ACl _- N- 15 SAPS AS CETAILff) CM ','* A- 7ACI+fDXMO;)ETAI, ; 011 ALA. NE '&4ASONAY-OUNtL Swa SE G-4U7EV SO - UN wwp.i C3N. CigTe os S_LLtRuy aAOPEA CONSCILIDA-ON SOLr, aROUT THE =AST — AWACENTOPEICE" F" FCV.CAT*N - 0 90NO 5ZAN W, M14 30DOP COWRE-E E)"T;N, PE24F0R_E390X SRO-LTE.') CILL IE F, _ z S',1;4EPAPSTO -* F EVSTflV tVh 14.rXA A-, 115 LOCAT 101 REISTA- P N flss ` 0 SCNRY 25" 25" NG 90,40 K w EX S CONT..15 SAP, F17- ItAT AS WDCA- TO 7rt CTiL ADI T. All YTSAIiOeOP IWJLL MASONRY ASRFWREC TO COMPLETE INSTALATON OF IT VAS0WY,_WTFl T. OL4) GFOLfED Wl 3000P.CoNCRETE 4, NEW le' M4SO1,641LNTE. TYR ww-QSF I$ MA\SC.P-Y 1 84, LLNT.LW, M' 4' 3EAS W, EAC+ EM0 REFER TO LX-,E_ P 8" S'+E, tSAA) F04 AODITIO REOU;RF NFORVAT.aN S' 3N) GPX)V7 TrF F1R6TAGACEN- OPEN ALL FROM 70 30.0 K" 8'-4" MAX. (NOMINAL) WM.wZ0Cl,- 00lC;LM AN TYP T;SC-Cl 3-' EETJs2x' Ri REPAIR PLAN GATHERING ROOM WINDOW Parle 4 of 4 15 lightyears,Inc Longwood, Florida 32750 June 1.2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports Towhom hmay concern, 0 ~ 0- ' U 0 ^ n" W x This letter ishorequest that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402. 4,1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy ConservationnTeohnkm| Assistance Manual, Document Number: TAyN-2U174.0.released February 02.2018.pages R-7Bthrough R-8O(page numbers 1S9-1G1). Web link provided for quick access 0uthe TAM document h/tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prmwohpdve. Performance, and Energy Rating Index (ER|)paths. We are working with building departments across Florida to standardized the form submittal process and would like your department 0oallow these forms 10meet compliance. If there are any issues with accepting these forms, please reach out tomedirectly and | will ensure that wesubmit any specific form that you will require. Tim Smith (407)~ 961-3236 tsmith@151ightyears'mmmv Respectfully, 15Lghtyears, Chief Operations Officer Energy Technical Advisor mESNETQuality Assurance Designee fECCResidential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative k/the Florida Building Commissions, Energy Technical Admyog/QmmmitteefrrtheBDAF-CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit#: job Information Builder: f- Community: Lot: It Address: Unit: City: PV-V-a fc,( State: L Zip: Air Leakage Test ResUlItS Passing results must meet either the Performance, Prescriptive, or ERI Method UPRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch wg. (50 pascals) in Climate Zones 1 and 2. RFORMANCE or ERI METHOD. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding eselected ACH(50) value, as shown on FORM R405.2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Cak (Performance) or R406-2017 (ERI): 60 — f.9 lume7 CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans ASS (Mechanical Ventilation is not required) (Zecode software calculated PASS (with Mechanical Ventilation) W Field measured and calculated0E] FAIL R402.4.1.2 ' Testing. Testing shall be conducted in accordance with ANSI/PESNET/ICC 380 and reported at a pressure or 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 ofthe 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 ofthe building thermal envelope, During testing: 1.Exterlor windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the Intended weetherstripp(ng or other infiltrationcontrolmeasures, 2.0ampers Including exhaust, Intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond Intended Infiltration control measures, 3,lnterior 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, S.Heating and cooling systems, If installed at the time of the test, shall be turned off, 6.Supply aiid return registers, if installed at the time of the test, shall be fully open. Testing tompany Company Name: 15 Lightyears , Inc Phone: (B55)43a-1515 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 cWTip4knce method selected above. 5 - 03 . Cci SignatureofTester: Date of Test: Printed Name of Tester: Aaron Qve[hgll License/ Certification #: 2L)NAB7 Issuing Authority: RUNEI Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: —TPer7it#: 17-3(37 Job' information Builder.Ta.-K ka re-N Ittyr.,c Community: Lot: Address: -e— cuv<_ Unit: City: S4(1460 e-ef State: Zip: c?P-773 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) I To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handier unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.33, Is the air handier unit installed during testing? YES NO fSQ03) I...._........,...,. ... . .. . .......... . ..... ...... ...... ..... .. erformance f ERI Method cfm25 (Out or Total) l..o qualify using this method, Qn must not be greater than the Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017, Total of all Total Conditioned systems Square Footage Leakage Type selected on Farm Qn specified on Form R405-2077 R405-2017 (Energy Catc) or R406-2017 (EnerV Calc) or R406-2017 5KPASS ee;s - j L 10.0 -3, '_J Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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. Testing Company Company Name: 15 LiqhtLears, Inc —Phone: 438-1515 I hereby verify that the above duct leakage testing 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: L C_ Date of Test: Printed Name of Tester: -Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNFI Copy of License / Certificate of the tester must be attached) ACKNOWLEDGESCertificate of Achievement THIS t t t / t BY AS t CERTIFIED RATING R F I # 2GNAB7 Certification Date; 08/07/2018 Certification Expires: 08/07/2021 Tim Smith, RESNET Quality Assurance Designee RESNET QA Provider # (1998-199)