Loading...
HomeMy WebLinkAbout3966 Night Heron Dr 18-3711; NSFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 DATE: August 30, 2018 ) V BUILDING APPLICATION #: 18-10000757 BUILDING PERMIT NUMBER: 18-10000757 UNIT ADDRESS: NIGHT HERON DRIVE 3966 TRAFFIC ZONE:022 JURISDICTION: 17-20-31-502-0000-0690 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES LLC ADDRESS: 5200 VINELAND ROAD STE 100 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3966 NIGH/ HERON DRIVE / WYNDHAM PRESERVE------------------- ------------------------------------------------------------ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS- COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 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 DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE /rOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018101197 Book:9204 Page:85; (1 PAGES) RCD: 9/4/2018 2:26:50 PM REC FEE $10.00 A CERTIFIED COPY GRANT MALOY CLERK OF THE CIRCUIT COURT AN" NTY, s, t' Parcel ID Number: 17-20-31-502-0000-Ohl o >E( Prepared By Daphne Clark BY,Y CLERK and Park Square Homes Oate Return To: 5200 Vineland Road, Suite 200 Orlando, FI 32811 NOTICE OF COMMENCEMENT. State Florida. Countyy of Sar+.No s.. permit Number 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: LOT61q 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 : 356 A[ uer(3 n Ir, Sanford FI 32773 2. • General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone 407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5206 Vineland Road, Suite 200, Orlando, Fl 32811 Telephone 407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. 11. Date Signed: S)a S d Signature of Owner's Agent: , —/ Vishaal Gupta Executive 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 `'", D.A.CLARK Daphne Clark f ••• MY OOMMISSION 0 FF 209108 2019, EXPIRES. June27Mycommissionexpires: 6/27/19 '. EXPeo aenwtroJune27 Serial No. FF209108 Notary Signature: Notary seal: J4( CITY Of O 12 9 Building & Fire Prevention Division Aa PERMIT APPLICA TION lisFIRE DEPARTMENT Application No: / 3 Documented Ans7rPu1Aio(?V0alu.ce'0:$ Job Address: 3 t (oho Aeio __Dc• Historic District: Yes Noa Parcel ID: 17-20-31-502-00 0-lb 6010 Residentiala Commercial Type of Work: New Addition Alteration Repair[] Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 69 Plan Review Contact Person: ANTHONY PERROTTI Phone: 407-592-4187 Fax: Title: Account Manager Email: Anthony@PermitsPermitsPermits.com Property Owner Information ***CONTACT*** p Anthony Perrotti Name Park Square Enterprises LLC Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 407- 592-4187 Phone: Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 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: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: 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 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. a (g Signature of owner/Agent Date VISHAAL S GUPTA Print Owner/A ent's Na gab r$ Signature of a of Florida D to Anthony J. otti Commission i GG149722 Expires: October 23, 2021 Bonded thru Aaron Notary OwneriAgent is YES Personally Known to Me or Produced ID N/A Type of ID Signature of ontractor/Agent bate VISHAAL S GUPTA Pnnt Contractor/Agent's e Signature of n aPt3rr0111 D e Anthonymmmiissioi GG149122 I Expires: October 23, 2021 r Bonded thru Aaron Notary Contractor/ Agent is YES Personally Known to Me or Produced I D N/A Type of 1 D BELOW IS FOR OFFICE USE ONLY Permits Required: Building [" Electrical 1301 Mechanical R'- Plumbingff Gas[] Roof Construction Type: V& Occupancy Use: Zs Flood Zone: X- 5C AXTb444a Total Sq Ft of Bldg: 2$ SCo Min. Occupancy Load: New Construction: Electric - # of Amps M Fire Sprinkler Permit: Yes No ®' # of Heads 1 4 # of Stories: Z Plumbing - # of Fixtures (9, Fire Alarm Permit: Yes No APPROVALS: ZONING: O 2 UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: * N'c 10-%1-1$ FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. Z7. 8 % ih-p- 2087 TK6em-tot GrL BUILDING: 45 to -St- tR Revised: January I, 2018 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final E I I Bu Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF 'h4RIA' SA1 TFIr ; '3 2 '_ Al I FIRE DEPARTMENT y Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ ao Job Address:.30( 11010 • k V\eco C Historic District: Yes Noo Parcel ID: 17-20-31-502-00 0-b _ci 0 Residentiala Commercial Type of Work: New Addition Alteration[] Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 69 Plan Review Contact Person: ANTHONY PERROTTI Title: Account Manager Phone: 407-592-4187 Fax: Email: Anthony@PermitsPermitsPermits.com Property Owner Information ' * * CONTACT li p y Anthony Perrotli Name Park Square Enterprises LLC Phone: 407-592-4187 1tnll;9Fiy leer A-QormitsPe••*ts com Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Name: Street: Phone: 407-5293100 Fax: State License No.: CRC1330351 Architect/Engineer Information City, St, Zip: - - - - - - - Bonding Company: Address: N/A 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 11"ROVEMENTS 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January I, 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 of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z/J-, ' - W( Signature of Owner/Agent/Date VISHAAL S GUPTA Print Owner/A ent's Na gab r8 Signature of i5oeof Florida Dim Anthony J. Perrotti Commission mn # GG149722 Expires: October 23, 2021 Bonded thru Aaron Notary Ownerillgent is YES Personally Known to Me or Produced ID N/A Type of ID Signature of ntractor/Agent bate VISHAAL S GUPTA Print Contractor/Agent's e fag g Signature of on a Da e on nyAntPerrotd Commission # GG149722 Expires: October 23, 2021 r Bonded thru Aaron Notary 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 Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg; Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: 05 D- 3/ WASTEWATER: ENGINEERING: FIRE: BUILDING: Revised: January 1, 2018 Permit Application SXNFORD Y OF 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: parksquareOpermitspermitspermits.com Property Address: 3966 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0690 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway M The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: 8P# 18-3711 Reviewed by: Michael Cash, CFM Date: October 16, 2018 CITY OF Application for Right -of -Way S OPJD 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: eqq Ul N , "4 "-e-Rjr, "Dr. Aerial Installation Underground Utilities Directional Bore Jack & Bore Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location New pole Q Other (describe): Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: O Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is s Signature- Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: a $ Address: 5200 Vineland Rd., STE 100, Orlando 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 right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the following email address: michael.cash0sanfordfl.aov I have read andyerAan aterwmt and by signing this application I ag ee to its terms. Signature: Date: ;;ZA //a Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Engineering Date: 1 d 1-7 1 fj Inspected By: Date:— T Conditions*: SCPA Parcel View: 17-20-31-502-0000-0690 http://parceidetaii.scpafl.org/Parce[Detailinfo.aspx?PID=1720315020... tom. + Property Record Card Parcel: 17-20-31-502-0000-0690 Property Address: 3966 NIGHT HERON OR SANFORD. FL 32773 Parcel Information Value Summary 2018 Working 2017 Certified Values Values Valuation Method 1 Cost/Market CostlMarket Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) I51,000 14.000 Land Value Ag JusUMarket Value " 51.000 14.000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj IO 0 P&G Adj 0 - 0 Assessed Value 51.000 14,000 Tax Amount without SOH. $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Helo Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - — — - - LOT 69 iWYNDHAMPRESERVE PS 81 PGS 93-102 Taxes - Taxing Authonty Assessment Value Exempt Values Texeble Value County General Fund 51.000 s0 51,000 Schools 51,000 0 s511,000 City Sanford 51.000 0 61.000 SJWM(Saint Johns Water Management) 51,000 0 51.000 County Bonds 51,000 0 51.000 Sales -- - - - --- --- —_ Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Saies Land Method Frontage Depth Units-- Units Price Land Value i LOT 0.00 0.00 1 $51,000.00 $51.000 Building Information Permits --- - - - - - - ---- -------- - Permit p Oescnption Agency Amount CO Date Permit Date I of 2 8/28/2018, 9:39 AM SCPA Parcel View: 17-20-31-502-0000-0690 • } http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315020... No Permits Permsdeftde mogemtrm Sr Sembwb QwftprapeMsppmtw's aft*. For dsbesm*Msen+ mambo• pnmk prNCOM W OWWftdepmCnsN of Um to AstrW Inwfth Su p"utY b beaeed Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 8/28/2018, 9:39 AM LIMITED POWER OF ATTORNEY I HEREBY NAME AND APPOINT: Alison PerroW. Anthony Perrotti, Janev Jahner, Allan Jahner, Gustav Botes, KarenMcAdams, EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDPASION: ADDRESS: -I / V G k fp (\ Ir PARCEL ID: Q- 30- 3 (' S Oa' () Poo- 6 G ! 0 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument vfsack wledged before me this: DATE: a j BY: VISHIAAL 4 GUPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. D a NAME: D.A.Gark My Commission # FF209108 s XP\AESNo tAN My Commission Expires 6/27/19 1411, ar prc NOTARY: SIGNATURE OF NOTARY: NOTARY SEAL FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 069 Tribeca A LHG Loft - E Builder Name: Park Square Homes Street: 3966 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL. Permit Number: 0 1 nSANFOR D Owner: Park Square Homes Design FL, Jurisdiction: 91 Location: Orlando County: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2693.3 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1368.00 ft2 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=11.0 266.00 112 4. Number of Bedrooms 3 d. N/A R. ft2 5. Is this a worst case? No 10. Ceiling Types (1303.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1303.00 ft2 6. Conditioned floor area above grade (ft2) 2087 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 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 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 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 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 8. Floor Types (2087.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 960.00 ft2 b. Conservation features EF: 0.900 b. Floor Over Other Space R=0.0 784.00 ft2 None c. other (see details) R= 343.00 ft2 15. Credits Pstat Glass/Floor Area: 0.101 Total Proposed Modified Loads: 60.05 PASSTotalBaselineLoads: 63.49 1 hereby certify that the plans and specifications covered by Review of the plans and E this calculation are in compliance with the Florida Energy specifications covered by this FOA Code. BO an1 Oigitallysignea yeoian calculation indicates compliance PaUkOVIC Paukovic Date: 2018.08.2815:56.02 with the Florida Energy Code. PREPARED BY: r,d•nr,• Before construction is completed DATE: this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as ned, is in c3ropliance Florida Statutes. 9 with the Florida E 000 0 VWV't v OWNER/A BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires ad 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 an 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 On for whole house. 8/28/2018 3:53 PM EnergyGauge® USA Section R405.4.1 Compliant Software Pagel of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Lot 069 Tribeca A LHG Loft - Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2087 Lot # 69 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlalBook: Builder Name: Park Square Homes Rotate Angle: 270 Street: 3966 Night Heron Drive Permit Office: City of Sanford Cross 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 Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2087 19071 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 960 8928 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1127 10143 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 ---- ---- 168 ft2 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 ft 0 960 ft2 0.29 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 1457 ft2 326 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1303 ft2 N N 8/28/2018 3:53 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1303 ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N=>W Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0.25 0.8 0 2 N=>W Exterior Concrete Block - Int Insul 1 st Floor 4.1 29 0 9 4 270.7 ft2 0 0 0.8 0 3 E=>N Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 0.8 0 4 E=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 42 0 9 4 392.0 ft2 0 0 6.8 0 5 S=>E Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261 0 ft2 0 0.25 0.8 0 6 S=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 6 9 4 88.7 ft2 0 0. 0.8 0 7 W=>S Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 0.8 0 8 W=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 33 0 9 4 308.0 ft2 0 0 0.8 0 9 SW Garage Frame - Wood 1st Floor 11 28 6 9 4 266.0 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated 1 st Floor None 39 3 8 24 ft2 2 -=>SW Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n=>W 1 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 2 n=>W 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 n=>W 2 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 12 ft 4 in Drapes/blinds None 4 n=>W 2 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 8 ft 0 in 1 ft 4 in None None 5 e=>N 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 6 e=>N 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft0 in 1 ft 4 in Drapes/blinds None 7 e=>N 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 0 in 3 ft 0 in Drapes/blinds None 8 e=>N 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 12 ft 4 in Drapes/blinds None 9 s=>E 5 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 10 S=>E 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 11 s=>E 6 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 5 It 4 in 4 ft 6 in Drapes/blinds None 12 w=>S 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 13 W=>S 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 8/ 28/2018 3:53 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 394 ft2 394 ft2 54 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 2224.9 122.15 229.71 .3773 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 39 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS J # Supply ---- Location R-Value Area Retum ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 397.2 ft Attic 99.3 ft2 Prop. Leak Free 2nd Floor --- cfm 62.6 cfm 0.03 0.50 1 1 8/28/2018 3:53 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Heating Jan Feb Feb j j MarfX} Mar Ap r Ar j j j May jMay jXj Jun j Jun jX Jul j Jul jX Au j Au[ jXj Se Sep j j Oct Oct Nov j j Dec X) DecVentin JanFebXXjMarAprMayJunjJulAugSeXJOctXNovXNovjDecThermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default( 8 Ibs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default 8 Ibs/s .ft. 0 ft2 0 It 0.3 2nd Floor Name: Test Rater Signature: Rating Compant: Test Rater Date: 8/ 28/2018 3:53 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3966 Night Heron Drive Permit Number: Sanford , FL MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy, Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both piesold 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 verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 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 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 8/28/2018 3:34 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55OF (130C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/28/2018 3:34 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 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 100°F to 140°F (38°C to 606C). 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 bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 8/28/2018 3:34 PM EnergyGauge® 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. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (104C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40"F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions:. 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 8/28/2018 3:34 PM 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorpjhe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 8/28/2018 3:34 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software . Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 41.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 2087 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.557 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.235 14. Heating system: Capacity 39.0 c) Area 7c. 211.0 a) Split system heat pump HSPF 9.0 b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 11.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 11.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 1061. 11.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on i compliant features. Builder Sign ture: Date: Address of New Home: 3966 Night Heron Drive City/FL Zip: Sanford, FL 8/28/2018 3:54:09 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 069 Tribeca A LHG Loft - E Builder Name: Park Square Homes Street: 3966 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: YU Owner: Park Square Homes Jurisdiction: 691500 w x Design Location: FL, Orlando v 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 attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 PytPnd hoh4nd piping and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 8/28/2018 3:34 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sardscove Court Winter Park FL 32792 Plane: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOr eStopCoolirg.com Lioense: CA0032444 For: Park Square Homes 3966 Night Heron Drive, Sanford, FL Notes: Design Information Weather: Orlando Executive AP, FL, US Job: Lot 069 Tribeca A LHG Loft.. Date: 09/18/2017 By. LF/LM Plan: LHG Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 F Inside db 68 OF Inside db 74 OF Design TO 24 OF Design TO 19 OF Daily range L Relative humidity 50 Moisture difference 46 gr/Ib 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 manufacturers data n Rate/swin multipplier 0.98 Infiltration Equipmen sensbleload 24166 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3065 Btuh Ducts 1310Centralvent (0 cfm) BBtuh Heating cooling none) Area (ft2) 79 Equipment latent load 4375 Btuh Volume (M) 18995 18995 Air chargesfiour 0.41 Equiv. AVF 130 0.21 Equipment Total Load (Sen+Lat) Req. 28541 Btuh cfm) 66 total capacity at 0.75 SHR • 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60421-11 Cond 4TWR6042H1 AHRI ref 7563302 coil TEM6A0C42H41++TOR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 47°F Latent cooling 10250 Btuh Temperature rise 0 OF Total cooling 41000 Btuh Actual air flow 0 cfm Actual air flow 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. wrightsoft- 2018-Aug-28 t532:50 Rglt-Sute®universal 201818.019RSU16877 Paget p\TEMP PRINPLot 069 Tribes A LHG Loll - E rtp Calc - MJ6 Front Door faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cout, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CA0032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 LF/LMxayn: LHG 1 Room name Entire House FOY 2 E4osed well 2655 ft 185 It 3 Room height 9.1 ft d 93 ft heattool 4 5 Room dmensons Room area 2079.0 IF 55 x 13.0 ft 715 W Ty Coraniction number U-value BluhV-*q Or HTM Btuh4F) Area (W) or perimeter (tt) Load BWh) Area (IF) or perimeter (ft) load Btuh) Heat Cool Gross N/PiS Heat Cool Gross NAS Heat Cool 6 Vj/ Eli 12B-09w 4A5.2om 4B5-2hn 0.097 0.5W 0.540 n n n 231 13.09 12.85 229 13.51 13.78 261 30 4 227 0 0 524 393 51 655 405 55 0 0 0 0 0 0 0 0 0 0 0 0 1 1 V/ G 13A•40cs 4A5.2om 0.143 0550 n n 3.40 13.09 3.00 1351 270 30 176 0 598 393 526 405 0 0 0 0 0 0 0 0 I-G V J G 4A5.2omd 128.09w 4A5.2om 0580 0.097 0 540 n a a 13.80 231 12.85 16.02 2.89 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 I 4A5.2om 13A•4ocs 0.SW 0.143 a a 13.09 340 27.55 3.00 15 391 0 379 196 1289 413 1134 0 121 0 109 0 371 0 326 485-21m 485.2fm 12B-09w 0.540 0.540 0.097 a a s 12S5 1285 231 29.73 29.73 2.89 8 4 261 0 0 234 103 51 540 238 119 675 8 4 0 0 0 0 103 51 0 238 119 0 4A5-2om 4A5.2om O.540 0550 s s 12.85 13.09 13.78 13.72 12 15 12 12 154 196 165 206 0 0 0 0 0 0 0 0 y/ I--G 13A-40cs 485.21m 11D0 0.143 OS40 0390 s s s 3.40 12.85 928 3.00 13.78 12.54 88 6 24 58 6 24 199 77 223 175 83 301 51 0 24 27 0 24 92 0 223 81 0 301D 12&09w 4A5-2om 4A5-2om 0.097 0.540 0.550 w w w 231 1285 13.09 2.89 29.73 2755 423 4 15 404 0 0 933 51 196 1166 119 413 0 0 0 0 0 0 0 0 0 0 0 0 W P 13A-4ocs 12C-09w 0.143 0.091 w 3AO 2.17 3.00 1.57 307 265 307 244 1045 528 919 383 0 0 0 0 0 0 0 0 L-D 11 DO 1613-30ad 03M 0.032 n 928 0.76 12.54 1.78 21 1222 21 1222 198 931 267 2176 0 50 0 50 0 38 0 88C F 19A-Obstp 0295 2fA 2.06 100 100 264 206 0 0 0 0 F 19C-19csm 0049 0.40 0.32 175 175 71 55 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 947 114 3188 0 72 19 520 0 6 c) AED excursion 01 53 Ernelope loss/gain 14258 13571 1397 1206 12 a) Infiltration 3384 1355 2401 96 b) Room ventilation 0 0 01 0 13 Irroemalgains:' Omrpanls@ 230 5 1150 0 0 Appliancesrolher 1700 0 Scblolal (lines 6 b 13) 17643 17776 1638 1303 Less exmmal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1638 1303 14 SubOotal 17643 17776 0 0 15 Duo loads 140/ 39'/ 2532 6984 141/6 39% 0 0 11 Total room load 20175 24760 0 0 Air required (dm) 0 1367 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr`gMthsoft 2018-Acg.28152250 F4gtt-SciteDUrivefwl20l8 l8.0.19 RSU16877 Page 1 p\TEMP PRINPLot 069 Tnbeca A LHG Loft - E.np Calc - MJS Front Door Faces: E F wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Coot, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg.com License: CA0032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 B y-- LF/LM Ptin: LHG 1 Room name HALL WED 2 Enmsed well 35 R 265 R 3 Room height 9.0 R heattool 9.0 R heat/cool 4 5 Room dmensons Room area 1.0 x 1533 R 153.3 (R lb x 181.3 R 181.3 rII Ty Construction U-value Or HTM Area (fF) Load Area (IF) Load number Bmvr -n BIjW or perimeter (R) Btuh) or perimeter M Btuh) Heat cool Gross NrP/S Heat cool Gras hbP/S Heat cool 6 y/ 128-09w 0.097 n 231 2,89 0 0 0 0 135 105 242 303 4A5-2om 485.21m 0.550 O.540 n n 13.09 12.85 1351 13.78 0 0 0 0 0 0 0 0 30 0 0 0 393 0 405 0 13A-40rs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 11 4A5.2om 0.650 n 1309 13.51 0 0 0 0 0 0 0 0 4AS-2omd 05W n 13,80 16.02 0 0 0 0 0 0 0 0 12B-Osw 0.097 a 231 2.89 32 32 73 91 104 104 239 299 4A5.2om O.540 a 12,85 29.73 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.09 27.55 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0 415 2f n 485.2Rn 0.540 0.540 a a 12,85 12.85 29.73 2973 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ 12&O9N 0.097 s 231 2,89 0 0 0 0 0 0 0 0 4A5-2om 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 1--C 13A-40s 0.143 s 3.40 300 0 0 0 0 0 0 0 0 46S211n 0.540 s 12.85 1378 0 0 0 0 0 0 0 0 0 IIDO 03W s 928 12.54 0 0 0 0 0 0 0 0 128- 09w 4A5. 2om 4A5- 2om 0. 097 O. 540 0. 550 w w w 231 12A5 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 L- D 13A- 40 s 12C- Os6v 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 11 DO 1613- 30ad 0390 0. 032 n 928 076 12 54 1. 78 0 153 0 153 0 117 0 273 0 181 0 181 0 138 0 323 cF 19A•Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C•19rsm 0.049 0.40 0.32 23 23 9 7 0 0 0 0 F 22A-qxn 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED exausion 9 45 Envelope loss/gain 199 362 1012 1285 12 a) Infiltration 44 18 333 133 b) Room ventilation 0 0 0 0 13 trroemalgains: O=pants@ 230 0 0 2 460 Applianoesbtfw 0 0 SdAotal( lines 6ID13) 1 243 379 1345 1878 Less external bad 0 0 0 0 Lesstrarder 0 0 0 0 Reclistrilxfion 243 379 16 25 14 Subtotal 0 0 1361 1903 15 Duct loads 140% 399/ 0 0 14% 39°/ 195 748 Total room load 0 0 1557 2651 It Air required (dm) 0 0 1 0 146 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f wrtgF tsof!- flight- Sufe®llri2018-ALC-28153250versal 2018 18.0.19 RSU16877 Page 2 p%TEMP PRIM\Lot 069 Tribes A LHG Loft - E.np MA - MFront Doorfaces'. E f+ wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Corn, Winer Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: www.OneStopCoolirg com Ucerse: CAC032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 arY LF/LM Ptan: LHG 1 Room name WTH Mrol 2 Exposed well 55 ft 35 ft 3 Room height 9.0 It heaVwol 9.0 ft heat/awl 4 5 Room area 1.0 x 81.8 ft 818 fF 1.0 x 173 ft 173 fig Ty Condon U-value Or HTM Area (W) Load Area OF) Load number Blimp- n or perimeter (ft) 86th) or perimeter (ft) BLh) Heat Cool Goss N/P/S Heat Cool Gros, N/P/S Heat Cool 6 C 1213-0sw 4A5.2om 485.21M 0.097 0.550 0.540 n n n 2.31 13.09 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 T13AAors4A5.2om 0.143 0.550 n n 3.40 13.09 3.00 1351 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 4A5-2omd 1213-09w 4A5.2om 0.580 0.097 0540 n a a 13.80 231 12.85 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 4A5-2om 13A-40cs 0.550 0.143 a a 13.09 3.40 2755 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 465.21n 485.2hn 12B-09w 0540 0.540 0.097 e a s 12.85 12.85 231 29.73 29.73 289 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2om 0540 0550 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 13A-40Cs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 485.21M IIDO 0. 540 0. 390 s s 12. 85 928 13. 78 1254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12& 09w 4AS- 2om 4A5- 2om 0. 097 0. 540 0550 w w w 231 12. 85 13. 09 2. 89 29. 73 2755 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 LD 13A- 40ts 12C- Osw 0. 143 0. 091 w 3.40 2. 17 3. 00 157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 168. 30ad 0. 390 0. 032 n 928 076 12. 54 178 0 82 0 82 0 62 0 146 0 17 0 17 0 13 0 31 CF 19A-Obscp 0295 2.64 2.06 43 43 113 88 17 17 45 36 F 19C-19c= 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 exnuson 10 5 Envelope bsygain 289 367 174 196 12 a) In6ltrAon 69 28 44 18 b) Room vendladon 0 0 0 0 13 Intemalgains: 0ocupan5@ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6lo 13) 358 395 218 213 Lem exlemalload 0 0 0 0 Less transfer 0 0 0 0 Redstribwdon 0 0 0 0 14 Subtotal 358 395 218 213 15 Dua loads 149/ 39°/a 51 155 149/6 39% 31 84 Total room load 410 550 249 297 Air required (dm) 0 30 1 0 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrrghtsotl't 2018-Aug-2815:3250 cA Right-Suile®Uriversal 201818.0.19 RSU16877 Page 3 p1TEMP PRINTUt 069 Tribeca A LHG Loft - E.rtp Calc - M18 Frort Door faces: E I wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Ronne: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.eom Ucerse: CAC032444 Job: - Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 9yy. LF/LM Pran: LHG 1 Room name MWIC LOFT 2 EVoSed wall 16.0 ft 110 ft 3 Room height 9.0 ft heatb3d 9.0 ft heat/cod 4 5 Room dmensions Room area 5.0 x 11.0 ft 55.0 W 14.0 x 11.0 R 154.0 fF Ty Constnxaon U-value Or HTM Area (fF) Load Area( number BtuhVL*q Bww or perimeew (ft) fth) or perimeter (ft) o Bluh) Heat Cod Gross NAS Heat Cod Gross NrP/5 Heat Cod 6 12B-0ew 0.097 n 231 2S9 45 45 104 130 0 0 0 0 4A5-2om 0.550 n 13.09 1351 0 0 0 0 0 0 0 0 485.2fm 0.540 n 12AS 13.78 0 0 0 0 0 0 0 0 11 y/ 13A-400s 4A5.2om 0.143 0.550 n n 3.40 13.09 3.00 1351 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1--C; 4A5.2omd 121309n 0.580 0.097 n a 13,80 231 16.02 2,89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0.540 a 12,85 29.73 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.09 27.55 0 0 0 0 0 0 0 0 13A•40cs 0143 a 3.40 3.00 0 0 0 0 0 0 0 0 4B5-2(m 0.540 a 12,85 29.73 0 0 0 0 0 0 0 0 y/ 485.21m 12&09w 0 540 0.097 a s 12.85 231 29.73 2,89 0 0 0 0 0 0 0 0 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 13.72 0 0 0 0 0 0 0 0 y! 13A-400S 0143 s 3.40 3.00 0 0 0 0 0 0 0 0 4135.21m 0.540 s 12S5 13.78 0 0 0 0 0 0 0 0 11 DO 0 390 s 928 12.54 0 0 0 0 0 0 0 0 gyp/ 12&Os6v 0.097 w 231 2.89 99 99 229 286 99 84 194 242 I-CC 4A5.2om 4A5-2om 0.540 03M w w 12,85 13.09 29.73 2755 0 0 0 0 0 0 0 0 0 15 0 0 0 196 0 413 W P LO 13A-40cs 12C-O96V 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 11DO 168.30ad 02M 0.032 n 928 0.76 12.54 1.78 0 55 0 55 0 42 0 98 0 154 0 154 0 117 0 274C F 19A-Obscp 02% 2.64 2.06 40 40 106 82 0 0 0 0 F 19C•19= 0.049 0.40 032 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 F_rnelope losygain 480 580 we 1074 12 a) Infiltration 201 80 138 55 b) Room ventilabon 0 0 0 0 13 Irnemalgains Ompane@ 230 0 0 1 230 Appliana r4olher 0 0 Subtotal (lines 6 b 13) 681 660 646 1359 Lesebemal bad 0 0 0 0 Lessrarafer 0 0 0 0 Redistribution 0 0 74 116 14 Stbbml 681 660 720 1475 15 Duct loads 14% 39"/a 98 259 149/ 39% 103 579 ToW room load 779 920 823 2054 II Air required (dm) 0 51 0 113 Calculations approved byACCA to meet all requirements of Manual J M Ed. wrr`9titsol!' 2018-Aug-28153250Right•Sute®Uriversal 2018 18.0.19 RSU16877 Page 4 pUEMP PRIMV.ot 069 Tribes ALHG Loft - E.rup Calc = MJ8 Front Door faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardseove Cout. Winter Park FL 32792 Phone (407) 629.6920 Fax (407) 629.9307 Web: wwwOreStopCoolirg.eom Ucerse• CAC032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 ' Byy. LF/LM Plan: LHG 1 Room name BED2 2 Exposed well 13.0 ft 0 ft 3 Room height 9.0 ft heattool 9.0 ft heatrmol 4 5 Room dimensions Room area 1.0 x 135E ft 1358 IF 55 x 3.0 It 165 fe Ty Cortmudion U-value Or KTM Area (ftf) Load Area (If) Load number BbjW-9 I or perimeter (ft) Bath) or perimeter *(ft) Btuh) Heat Cool I Gross N/P/S Heat Cod Gross NIPS Heat Cool 6 HJ 1213-09N 0.097 n 231 2.89 0 0 0 0 0 0 0 0 4AS-2om 0550 n 13.09 1351 0 0 0 0 0 0 0 0 4B5-Zm 0.540 n 12.85 13.78 0 0 0 0 0 0 0 0 13A.40Cs 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 11 4A5.2om 0550 n 13.09 1351 0 0 0 0 0 0 0 0 W 4A5.2omd 12&0sN 0.580 0.097 n a 13.80 231 16.02 2.89117 0 0 102 0 235 0 294 0 0 0 0 0 0 0 0 4A5.2om 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0II----GG 4A5.2om 0.550 a 13.09 27.55 15 0 196 413 0 0 0 0 13A-40cs 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0 485-21m 0540 a 12.85 29.73 0 0 0 0 0 0 0 0 4135.21m 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0 Vj/ 12B-0sN 0.097 s 231 2.89 0 0 0 0 0 0 0 0 4A5.2om 0540 s 12.85 13.78 0 0 0 0 0 0 0 0 I----GG 4A5-2om 0.550 s 13.09 13.72 0 0 0 0 0 0 0 0 tq/ 13A•40 s 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 485-21rn 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 IIDO 0390 s 928 1254 0 0 0 0 0 0 0 0 1q/ 12&0sN 0.097 w 231 2.89 0 0 0 0 0 0 0 0 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 ll----GG W P LO 13A- 40cs 12C• OsN 0. 143 0. 091 w 3.40 2. 17 300 1. 57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 168- 30ad 0. 390 0. 032 n 928 0. 76 1254 1. 78 0 136 0 136 0 103 0 242 0 17 0 17 0 13 0 29 CF 19A•Obs:p 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C•19csm 0049 0.40 032 0 0 0 0 0 0 0 0 F 22A-oam 1.180 28.08 0.00 0 O 0 0 0 0 0 0 6 c) AED excursion 52 1 Envelope loss/gain 535 1001 13 29 12 a) In6lftallon 163 65 0 0 b) Room venotation 0 0 0 0 13 hMmalgains OosglaM@ 230 1 230 0 0 Applianoesbdw 0 0 Stbtotal ( lines 6 b 13) 699 1296 13 29 Less wtemalload 0 0 0 0 Less Warder 0 0 0 0 Redislribudan 49 85 13 29 14 Scbk)W 747 1381 0 0 15 Dud loads 14°/ 399/. 107 543 141/6 399/. 0 0 ToW room load 855 1924 1 0 0 Air required (dm) 0 106 1 01 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgMtYsoft- eA ""•"' "^'^^ Rigtl•Stile®llriversa1201818.0.19 RSU16877 2018- Aug-28153250 Page 5 p\ TEMP PRINMot 069 Tribeca A LHG Loft • EAp Cale - MA Front Door laces: E F wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cout, W irter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreSIopCoolirg.com Lkerse: CAC032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 Byy. LI7LM Pfan: LHG 1 Room dame LAUN BTH2 2 6posed well 145 ft 6.0 ft 3 Room height 9.0 ft heat/ood 90 ft heaobool 4 5 Room dmerlsions Room area 6.0 x 85 ft 510 IF 6A x 6A ft 36.0 fF Ty Construcon U•value Or HTM Area (fF) Load Area (IF) Load number I or perimeter (It) Btuh) or perime/er (ft) BUh) Heat Cool Gross NrP6 Heat Cod Gross NrPIS Heat Cod 6 tql 128-09w 0.097 n 2.31 2.89 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.09 1351 0 0 0 0 0 0 0 0 I-fC 485-2hn 0540 n 12.85 13.78 0 0 0 0 0 0 0 0 13A.40ts 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 11 I 4A5.2om 0550 n 13.09 1351 0 0 0 0 0 0 0 0 4A5-2omd 0580 n 13BO 16.02 0 0 0 0 0 0 0 0 128.0s6v 0.097 a 231 2.89 77 73 167 209 0 0 0 0 4A5.2om U40 a 12S5 29.73 4 0 51 119 0 0 0 0 4A5.2om OSW a 13.09 27.55 0 0 0 0 0 0 0 0 y/ 13A•40c5 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0 485-2hn 0540 a 12.85 29.73 0 0 0 0 0 0 0 0 485-2hn 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0 y/ 128.09N 0.097 s 231 2.89 54 54 125 156 0 0 0 0 4A5-2om 0540 s 12.85 13.78 0 0 0 0 0 0 0 0 1- G 4A5.2om 05W s 13.09 13.72 0 0 0 0 0 0 0 0 13A-40(s 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 485.2hn 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 11 DO 0390 s 928 12.54 0 0 0 0 0 0 0 0 1ql T=G 12&0sw 0.097 w 2.31 2.89 0 0 0 0 54 54 125 156 4A5-2om 0.540 w 12.85 29.73 0 0 0 0 0 0 0 0 4A5.2om 0550 w QD9 27.56 0 0 0 0 0 0 0 0 W P LD 13A-40cs 12C-09N IIDO 0. 143 0. 091 03M w n 3. 40 2. 17 928 3. 00 1. 57 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 C 168.30ad 0.032 0.76 1.78 51 51 39 91 36 36 27 64 F 19A•Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C•19tsm 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-q- 1.180 28.08 000 0 0 0 0 0 0 0 0 6 c) AED excursion 0 1 -6 Envelope loss/gain 382 575 152 214 12 a) Infiltration 182 73 75 30 b) Room venblabon 0 0 0 0 13 tram lgains Ooapants@ 230 0 0 0 0 Applianoes/ other 500 0 Subootal ( Imes 6 to 13) 565 1148 227 244 Lesse) LwW load 0 0 0 0 Less transfer 0 0 0 0 Redisoibution 548 594 28 43 14 Subtod 1112 1742 255 288 15 Dud loads 141/ 39°/ 160 685 14% 3W4 37 113 Tod room load I M 2427 292 401 Air required (dm) 0 134 0 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1} f wrlghtsoft' 2018-Arg-281532:50 Rigk- Suite®Unversal 201818.0.19 RSU16877 Page 6 p1TEMP PRIN111ot 069 Tribeca ALHG Loft - E.ap Calc - MJB Frort Door taces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscooe Cart, Wirter Parr FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629. 9307 Web: www.OreStopCoolirg wm Ucense: CA0032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 8yy. LF/LM Pran: LHG 1 Room name TM BE04 2 Exposed well 6.0 ft 36.0 ft 3 Room height 9.0 ft heaVbool 9A ft heaVWd 4 5 Room dmensions Room area 6.0 x 60 ft 36D W 1.0 x 146.3 ft 1463 fF Ty Constmon U-Vwue Or HTM Area (W) Load Area (W) Load number Bb1h4r g BWW or perimeter (ft) Buh) or perimeter (ft) BWh) Heat cool Gross NAS Heat Cod Gross N/PVS Heat cod 6 1ql 12B-09w 0.097 n 231 2.89 0 0 0 0 0 0 0 0 4AS-2om 485-21m 0.550 0.540 n n 13.09 12.85 1351 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A.4ocs 4A5.2om 0.143 0.550 n n 3.40 13.09 3.00 1351 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W, 4A5.2Dmd 12B•09w 0580 0.097 n a 13.80 231 16.02 2.89 0 0 0 0 0 0 0 0 0 95 0 95 0 218 0 273 4A5•2om 0S40 a 12AS 29.73 0 0 0 0 0 0 0 0 4A5.2om 13A-40fs 0550 0.143 a a 13.09 3.40 27.55 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.2fm 4B5.2[m 12&Osw 0.540 0.540 0.097 a a s 12.85 1225 231 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 281W, 4A5-2om 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 L( f^ 4A5-2om 0.550 s 13.09 13.72 0 0 0 0 15 12 196 206 V)I I-OG 13A•40CS 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 4B5.21m 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 11DO 0390 s 928 12.54 0 0 0 0 0 0 0 0 It-1G' 12B-09w 4A5.2om 4A5.2om 0.097 0 540 0.550 w w w 231 12.85 13.09 2.89 29.73 27.55 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 I--D 13A-40cs 12C-OsN 0.143 0.091 w 3.40 2.17 3.00 157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 168-30ad 0390 0.032 n 928 0.76 1254 1.78 0 36 0 36 0 27 0 64 0 146 0 146 0 111 0 260c F 19A•Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.40 032 6 6 2 2 146 146 59 46 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED ex ursion 45 40 Envelope loss/gain 197 374 1080 1364 12 a) MtMation 75 30 452 181 b) Room oeniladon 0 0 0 0 13 IMmagarl5: Oavpants@ 230 0 0 1 230 Appliances/other 0 0 SU ADW (lines 6lo 13) 272 404 1533 1775 Less ememal$oad 0 0 0 0 Less transfer 0 0 0 0 Redslribucon 28 43 42 65 14 SubbW 300 447 1574 1841 15 Dualoads 1 14°/u 39°/ 43 176 14% 39% 226 723 Total room load 343 623 1800 2564 Air required (dm) 0 34 1 10 142 Calculations approved byACCA to meet all requirements of Manual J ft Ed. t- wrr gtitsol't- 2018-ALQ-28153250Ae& Right-SULOUrioersal 2018 18.0.19 RSU16877 Pape 7 4ATEMP PRINPLot 069 Tribeca ALHG Loft - E.rp Calc - MM Front Door taces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cart, W irter Park FL 32792 Phons: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.eom Ucerse: CAC032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 Byy. LF/LM Ptan: LHG 1 Room name STR2 DIN 2 Exposed wall 105 ft 23.0 It 3 Room height 9.0 ft heattool 93 4 heat/cool 4 5 Room dmensions Room area 1.0 x 68.0 It 68.0 f2 125 x 105 ft 1313 IF Ty Construction U-value or HTM Area (IF) Load Area M) Load number BbATI 9 BUM or perimeter (I1) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/PiS Heat Cool 6 V)/ IL--CG 128.09N 0.097 n 221 2.89 0 0 0 0 0 0 0 0 4A5.2om 485.21rn 0550 0540 n n 13.09 12.85 1351 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A•40cs 4A5.2om 0.143 0550 n n 3.40 13.09 3.00 1351 0 0 0 0 0 0 0 0 116 0 52 0 178 0 157 0 4A5.2omd 128.Osw 0.580 0.097 n a 13,80 231 16.02 229 0 0 0 0 0 0 0 0 64 0 0 0 883 0 1025 0y/ 4A5.2om 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0 4A5.2om 05W a 13.09 2755 0 0. 0 0 0 0 0 0 yJ 13A-40cs 0.143 a 3.40 3.00 0 0 0 0 0 0 0 0 485.2Im 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0 y/ 485-21m 12B-09v 0540 0.097 a s 12.85 231 29.73 289 0 95 0 83 0 190 0 238 0 0 0 0 0 0 0 0 4AS-2om 0540 5 12.85 13.78 12 12 154 165 0 0 0 0 4A5-2om 05W s 13.09 13.72 0 0 0 0 0 0 0 0 13A-40cs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 485-21m 1100 0.540 0.390 s s 12,85 928 13.78 12.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1q/ CC 128.0sw 4A5.2om 4A5-2om 0.097 0.540 0.550 w w w 231 12M 13.09 2.89 29.73 2755 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 LD C 13A-4ocs 12C-09N 11DO 168.30ad 0.143 0.091 0390 0.032 w n 3.40 2.17 928 0.76 300 1.57 1254 1.78 0 0 0 68 0 0 0 68 0 0 0 52 0 0 0 121 98 0 0 0 98 0 0 0 332 0 0 0 293 0 0 0 F 19A-Obsg1 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C-19aw 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 131 23 646 0 6 q AED excursion 14 38 Envelope low/on 396 511 2040 1437 12 a) Infiltration 132 53 299 120 b) Room ventilation 0 0 0 0 13 Irroemalgains: O=Vants@ 230 0 0 0 0 Appliancesbdw 0 0 Subtotal (lines6 to 13) 528 564 2338 1556 Less exwmalload 0 0 0 0 Lesstransfer 0 0 0 0 Redstribulion 5M 564 0 0 14 Sublolal 0 0 2338 1556 15 Ductloads 1 14% 399% 0 0 14°/u 39°/ 336 611 Total room load 0 0 2674 2168 Air required (dm) 0 0 0 120 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t- wr ghttsolt- 2018-Aig-28153250 Right-Sute®Uriversal 201818.0.19 RSU16877 Page 8 p\TEMP PRINPLot 069 Tribes A LHG Loll - E.t p Cale . Mis Frort Door faces: E F I- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cart, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wvwvOneStopCoofirg oom Uoerse: CAC032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 Byy. LF/LM Pfan: LHG 1 Room name LATH Krr 2 Exposed wall 535 ft 145 A 3 Room height 93 Q heaftol 93 f1 heaVaod 4 5 Room dmerGons Room area 1.0 x 405.0 ft 405.0 If 1.0 x 230.8 • ft 230.8 fF Ty Construction U-value or HTM Area ((F) Load Area (IF) Load number BWhAft"9 BWhAn or perimeter (ft) Btuh) or perimeter (f) Bluh) Heat Cool Cross N/P/S Heat cool Grass N/PVS Heat cod 6 w/ 12B-09w 0.097 n 2.31 289 0 0 0 0 0 0 0 0 4A5-2om 485-21m 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 11 13A•40cs 4A5.2om 0.143 0.550 n n 3.40 13.09 3.00 1351 153 30 123 0 420 393 370 405 0 0 0 0 0 0 0 0 4A5.2omd 128.09w 0580 0.097 n a 13.80 231 16.02 289 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 0 540 a 12.85 29.73 0 0 0 0 0 0 0 0 I{_GG 4A5.2om 0550 a 13.09 27.55 0 0 0 0 0 0 0 0 yl 13A•4ocs 0.143 a 3.40 3.00 270 270 918 808 0 0 0 0 4135-21n 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0 V)/ 485.21m 128-09w 0 540 0.097 a s 12.85 231 29.73 2.89. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2om 4A5.2om 0S40 0550 s s 12.85 13.09 1378 13.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0lF----GG 1q/ 1-CO 13A•40cs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 0 4Brr2rm 0540 s 12.85 13.78 0 0 0 0 0 0 0 0 11 D0 0.390 s 928 12.54 0 0 0 0 0 0 0 0 Iq/ I-CG 1213-09w 05-2Dm 4A5-8om 0.097 0.540 0.550 w w w 2.31 12.85 13.09 2.89 29.73 2755 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 LD 13A-40cs 12C•09w 0.143 0091 w 3.40 2.17 300 1.57 74 0 74 0 253 0 223 0 135 60 135 39 459 85 404 61 1100 1613-30ad 0.390 0.032 n 928 0.76 12.54 178 0 0 0 0 0 0 0 0 21 0 21 0 198 0 267 0c F 19A-0txscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19c-19aw 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 405 54 1502 0 231 15 407 0 6 c) AED excursion 49 47 Envelope losstgain 3486 1757 1149 686 12 a) Infiltration 695 278 188 75 b) Room ventilation 0 0 0 0 13 kftmalgains: Coclpants@ 230 0 0 0 0 Appliances/other 0 12M Subtotal (lines 6 013) 4181 2035 1337 1%1 Ussexternal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 661 522 168 119 14 Subtotal 4842 2557 1505 2080 15 Dud loads 14% 390% 695 1005 149% 399% 216 817 Total room load 5537 3562 1721 2897 Air required (dm) 0 197 0 160 Calculations awoved byACCA to meet all requirements of Manual J 8th Ed. wr ghtsofl Rignt• Srite®Uriversal 201818.0.19 RSU16877 2018- Aug-28159250Pape 9 p\ TEMP PRlNrLot 069 Tribes A LHG Loft - EAp Calc . MJ8 Front Door faoss: E F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: www0neStopGooling.com Ucerse: CAC032444 Job: Lot 069 Tribeca A LHG Loft - E Date: 09/18/2017 8yy. LF/LM Pfan: LHG 1 Room name STRi PWDR 2 E*osed well 0 ft 4.0 ft 3 Room height 9.3 ft heatbool 93 It heat/cool 4 5 Room dmensorts Room area 17.0 x 4.0 ft 68.0 IF 45 x 9.0 It 405 tF Ty Conowon U•value Or HTM Area (It) Load Area (" Load number Bubv1F•19 Bt hAn or perimeter (ft) BWh) or perimeter (ft) BUh) Heat cod Gross NAS Heat cod Gross NnP/S Heat cod 6 1q/ 12&09w 0.097 n 231 229 0 0 0 0 0 0 0 0 4AS-2om 0.550 n 13.09 1351 0 0 0 0 0 0 0 0 485-21m 0.540 n 12.85 13.78 0 0 0 0 0 0 0 0 13A•4ors 0.143 n 3.40 3.00 0 0 0 0 0 0 0 0 11 4A5.2om 0.550 n 13.09 13.51 0 0 0 0 0 0 0 0 y/ 4A5.2omd 12B-09+v 0.580 0.097 n a 13,80 231 1602 289 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0.540 a 12.85 29.73 0 0 0 0 0 0 0 0 4A5-2om 0 550 a 13.09 27.55 0 0 0 0 0 0 0 0 y/ 13A•4ors 0143 a 3.40 3.00 0 0 0 0 0 0 0 0 485.21m 0 540 a 12,85 29.73 0 0 0 0 0 0 0 0 I;_GG 485-21m 0,540 a 12,85 29.73 0 0 0 0 0 0 0 0 1213-09w 0.097 s 231 289 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 13.72 0 0 0 0 0 0 0 0 tq/ 13A-40ts 0.143 s 3.40 3.00 0 0 0 0 37 31 106 93 485.2(m 0.540 s 1285 13.78 0 0 0 0 6 6 77 83 11130 0390 s 928 12.54 0 0 0 0 0 0 0 0 w/ 12B-09v 0.097 w 231 2.89 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 0.540 0.550 w w 12Z5 13.09 29.73 2755 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I-CC W P 13A-40rs 12C•Osw 0.143 0091 w 3.40 2.17 3.00 1.57 0 116 0 116 0 252 0 182 0 88 0 88 0 191 0 139 L--D c 11DO 168.30ad 03W 0.032 n 928 0.76 12.54 1.78 0 0 0 0 0 0 0 0 0 41 0 41 0 31 0 72 F 19A-Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 F 19C•19rsm 0.049 040 032 0 0 0 0 0 0 0 0 F 22A-q- 1.180 28.08 0.00 68 0 0 0 41 4 112 0 6 q AED excursion 4 10 Emelope lossrgain 252 178 518 377 12 a) Infiltration 0 0 52 21 b) Room ventilation 0 0 0 0 13 Internal gains Ooaupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines 6 b 13) 252 178 570 398 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 252 178 1061 840 14 Subtotal 0 0 1631 1238 15 Duclloads 14% 39'/a 0 0 14% 39'/ 234 486 Total room load 0 0 1865 1725 It Air required (dm) 0 0 1 1 0 95 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. L sotY- 2018-Atg-281532:50 cw " "'-"'^ Rigtt-Stite®LIriversal 2018 18.019 ASU16877 Page 10 p1TEMP PRINPLot 069 Tribeca ALHG Loft - EAp Calc - MJ8 . Front Door faces: E wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Coin. Witter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOneStopCooringmm Ucerse. CA0032444 For: External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes 3966 Night Heron Drive, Sanford, FL Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.243 / 0.097 in H2O 0.145 in/100ft 0 cfm mn Job: Lot 069 Tribeca A LHG Lott.. Date: 09/18/2017 By. LF/LM Plan: LHG Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.243 / 0.097 in H2O 0.145 in/100ft 1367 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk eED2 c 1924 0 106 0.203 6.0 Ox 0 VIFx 14.5 105.0 st2 eED4 c 2564 0 142 0.190 7.0 Ox 0 VIFx 23.0 105.0 st2 BTH2 c- 401 0 22 0.203 4.0 Ox0 VIFx 14.5 105.0 st2 DW c 2168 0 120 0.184 8.0 Ox 0 VIFx 26.6 105.0 SO GATH c 1781 0 98 0.186 7.0 Ox 0 MR 20.7 110.0 SO GAP+A c 1781 0 98 0.179 7.0 Ox 0 VIFx 25.6 110.0 SO Krr c 2897 0 160 0.199 7.0 Ox 0 VIFx 17.0 105.0 st1 LAUN c 2427 0 134 0.198 6.0 Ox 0 VIFx 17.7 105.0 st2 LOFT c 2054 0 113 0.207 6.0 Ox 0 VIFx 12.3 105.0 st2 BED c 2651 0 146 0.145 8.0 Ox 0 VIFx 37.2 130.0 st3 ' MBTM c 550 0 30 0.153 4.0 Ox 0 VIFx 28.9 130.0 st3 Mrol c 297 0 16 0.151 4.0 Ox 0 VIFx 30.5 130.0 st3 MWIo c 920 0 51 0.156 4.0 Ox 0 VIFx 30.5 125.0 st3 PWDR c 1725 0 95 0.188 4.0 Ox 0 VIFx 19.0 110.0 st1 T012 c 623 0 34 0.199 4.0 Ox 0 VIFx 17.0 105.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk SO Peak AVF 0 571 0.179 - 534 14.0 0 x 0 VinlFlx st3 Peak AVF 0 244 0.145 552 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 0 795 0.145 744 14.0 0 x 0 VinIFIX wrightsoft' 2018-Atg-281532:51 Right-SLi"(Mversal2018 180.19 RSU16877 Page l rClk ._p\TEMP PRINT'Lot 069 Tribes A LHG Loll - E np Calc = MJ8 From Door faces: E Grille Htg Clg - TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Cfm) Cfm) ft) FR fpm) in) in) Opening (in) Mad Trunk rb4 Ox 0 0 106 51.7 0.188 397 7.0 Ox 0 VIFx rb3 Ox 0 0 455 60.0 0.162 835 10.0 Ox 0 VIFx rt1 rb1 Ox 0 0 805 67.0 0.145 577 16.0 Ox 0 VIFx rti Name Trunk Type Htg C(m) Clg Cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk rt1 PeakAVF 0 1260 0.145 578 20.0 0 x 0 VnIFIX wrightsoft- 2018-AL9-28 159251 A ..... Right-SWe®Uriversal 2018 18.0.19 RSU16877 Page 2 p\TEMP PRIM1Lot 069 Tribes A LHG Loft - E.np Calc - MJ8 From Door faces. E Static Pressure and Friction Rate Job: Lot 069 Tribeca ALHG Loft... W rlghtSoft• Date: 09/18/2017 Entire House By. LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sardsoove Coot, W irter Park FL 32792 Phow (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg aom Ucerse: CAC032444 For: Park Square Homes 3966 Night Heron Drive, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heatexchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• 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 167 67 Total effective length 234 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.145 OK 0.145 OK Return Ducts 0.145 OK 0.145 OK Fitting Equivalent LengthDetails supply 4X=35,11 A=20,11 Gam, 11 G=5,11 A=20,11 G=5,1 A--35,11 Gam: Total EL=130 Return 6M=20, 6A1=10, 5E1 =10, 11G=5,11 Gam: TOtalEL=50 ightsoft• 2018-Atg-2815a251 FGgh-SUte®Uriversal 2018 18.0 19 RSU16877 Page 1 p\TEMP PRIM\Lot 069 Tribes A LNG Loft - E.n) Calc - MJ8 Fron Door paces: E Level 1 1 - — i 10X10-- 10X10-2 98chn98clm I 7- 7' J DIN f s GATHI / 10X10- I120ctmI r 10X8 160c , 7' 1 1 t Sup Riser 14' 1 BB2 A Job#: Lot 069 Tribeca A LHG Loft - E Performed by LF/LM for: ParkSquare Homes Sanford, FL SKITAf a,AL-4eirrrjF GFF 1s i r r STR1 I:1 4 cri 8X4 I PWDW 95 cfm I r tt;r fVlLYJ FOY ti EF1 VrW wp bu EF1'= SOIcx Fan EE2 =.80. Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 ;•80 CFM Fan EFL3.= 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OrieStopCooling.com ale:1 : 98 Page 1 Right -Suite® universal 2018 18.0.11 RSIJ16202 2018•Apr-11 1151.41 Level 2 Job #: Lot 069 Tribeca A LHG Loft - E I One Stop Cooling and HeatingPerformedbyLF/LM for: ParkSquare Homes 7225 Sandscove Court Sanford, FL Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooririg.com Scale:1 : 98 Page 2 Right -Suite® Uriversal 2018 18.0.11 RSU16202 2018-Apr-11 1151.41 r r p 1n. Oaf?, ao N 31 0 Sewer lad 3 `' Ic rr\ 0 RECORD COPY DESCRIPTION AS FURNISHED: Lot 69, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 70 Zcro!"d Ok to construct single family home with setbacks and impervious area shown on plan. 27. $ */o wv- f. 2DB-7 Tribecc. -A , G t_ REMAINDER OF LOT 6 PALA(ER S SUBDIVISION P.9.2, PACE 41 A4, e G S 00018'02" E G 60.00' I 10' FENCE ESMT. I M J8.47' J8.48' I titi9 I LOT 69 I I 115.68' 16.7' 15.88' I I LANAI 0 115.68' 12.0' Cn 41 I PROPOSED RESIDENCE 3? 1( I 2 CARBGARAAGE LEFT tN Q 11167' 3.0'x4.0' GNV'D AC ENTRY I B'31 a 15.68' I w N I 115.68' 19.3' 1s DRIVE WALK 25.2 .20' I 10' UTIL. 7ESMT. ti• P.C. 315.67' ------ WALK SETBACKS AS FURNISHED FRONT = 25'(•) CURB REAR 20' SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) S 00°16 57" E 60.00' a' r SIDE STREET = 25,E0' OT,5, `0T) NIGHT HERON DRIVE' 25' FRONT SETBACK CAN BE REDUCED 50' PRIVATE ROAD) TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,140 PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G -' I— = PROPOSED DRAINAGE FLOW,y LOT GRADING TYPE A MOD' PROPOSED F.F. PER PLANS •• 23.8' Q LOT 68 PLOT PLAN ONLY NOT A SURVEY FLATWORK ON/OFF LOT a TOTAL t SQUARE FEET FLATWORK DRIVE 403/ If0= 513 t SQUARE FEET FOUNOATIQN/PAD 1,354 t SQUARE FEET WALKS 57/ 300- 357.* SQUARE FEET REAR PATIOI 110 t SQUARE FEET FRONT PORCH DECK 50 t SQUARE FEET SOD 5.144/ 250 - 5.394 * SQUARE FEET POOL DECK N/A t SQUARE FEET NOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRONGED BY CUENT • NOT nao VERIFIED CRUSEMVEYER—SCOTT C M LIMf ASSOC., INC. — LAND SURVEYORS LAND LEOEND 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT f • rIELO PAL. TTP. POINT ON LIME TYPICAL V. • IROI PIP[ INN ROD RGP= POINT v RCVERSE CURVATURE POINT 7 COPOUID CURVATURE I. INE UNOERLON® am NOIE91' CCTTfY TNAT /IDS SI/R r NECIS THE $woutDS OF PRACTICE SET FORM or ntr HLORCA 80AR0 Or IA. CAL • MIIA RAIL RADIAL PROFESM . SURVEYORS AND YAPPERS W CHAPTER SJ-17 FLORIDA A01414 TATNE CO" PURSIANT 10 SECTION 472.027. FLORIDA STATUES SETKC LR. • imaAU4M IC• IR. •/LLR A54i NR. MRI-RADIAL 2 UNLESS CIAMS[D WITH SUMEYGRY SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY IMP OR COPIES ARE NOT VAUD. REC. R[LpVEREO RVP. VITMCLS POINT S. THIS SURVEY WAS PREPMFA TROY 11RE O/FORWTION FURNISHED M THE SIAPVEYOR THERE WY 8E OTTER RESTR1CIgN5 PALL . POINT Or REGUMIMO CM C. CALCULATED OR EAMOM TINT AFFECT THIS PROPERTY. PALC. . POINT Or CODQNCENCO L . CENTMOtt IAA ff. LSL. PERMANENT RCFERCNCC MOMRCNT rINISHCO / L®1 ELEVATION VALOMO SCTRACK LINO 4. NO UNOERCROUMD WPROWU MS HAVE DES/ LOCATED UNLESS OTHERWISE SHOWN. d THIS SURKY' IS PRCPAMD MR TY SOLE ITDiEFTT M 11105C C[RMm 10 ANO SIIOfAD NOT ES ROlEO UPON or ANY, OT?R &mrf, NLD • MAL L DISK R/ V . RIG T-Or-VAT RENCIOIARK a OWENSIONS SHOWN FOR THE LOd.TION Of WPRWEYDOS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. . EASEMENT an tanRASE KARIM ' 7. SCAM" ARE 84SC0 ASSUMM DATAY AND ON TIC UNE SNOW AS 84SE MARINO (84) GRAIN . DRAINAGE A EI.EVA110A D' SOW. ARE LASED ON WTONAL Cra;ETC WENT" 04MM OF 1920. UNLESS 07 EAWISE NOIM IITIL. • UIIUTT EMCE P. CERTFICATE OF AUTHORSATON No. 440. vort. VOOD r61CC C/ R • CONCRETE RLOCK SCALE - I' . 20' 9Y: ••• P. C. • POINT K COVALURE P. T. . POINT OP TwaENCT :.i•.. aftn EO &I DATE OROER No. xst DESCRIPTION L • RAD LEIOtN PLOT PLAN 08-18-2018 5479-18 p • DELTA CHORCA • CHORD KARU6 NORTH TMS BUILLINAPROPERTY OOES NOT LIE WITHIN THE ESTABUSHEO 100 YEAR FLOW PLANE AS PER nRM• TOM RUSENM R.L.S. / 4714 ZONE X. MAP. / 12117CO090 F (09-28-07) W SCOTT, .L S / 4801 t , t RECORD Copy Filename: PARK SQ TRIBECA•.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1986 2 1 Lighting Summary Standard 5,610 5,610 Optional 10,458 5,610 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 # 1 8- 3 7 1 1 Dryers Dryer No. No? Nameplate Line Neutral gulL'014, 1 1 5000 SANFORp20 3 0 O g9RTi iE,` Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 bISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WATER HEATER 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 22 240 Heat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY - -- Standard Line Neutral Total Total = 43,530 15,840 Maximum Amperage = 181 66 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 34,535 15,840 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 RECORD COPY MiTek® RE: P1986A_2087 Park Sq Hm/Tribeca-1986-A MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 336104115 Site Information: Project Customer: PARK SQUARE HMS Project Name: P1986A_2087 Lot/Block: 69 Subdivision: WYNDHAM PRESERVE 60' Address: 3966 NIGHT HERON DR. City: SANFORD State: FLORIDA General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Design Method: MWFRS (Envelope)/C-C hybrid Wind ASCE 7-10 Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T14370932 a1 6/22/18 26 T14370957 1`5 6/22/18 2 T14370933 a2 6/22/18 27 T14370958 f5a 6/22/18 3 T14370934 a3 6/22/18 28 T14370959 f6 6/22/18 4 T14370935 a4 6/22/18 29 T14370960 ft2 6/22/18 5 T14370936 a5 6/22/18 30 T14370961 j3 6/22/18 6 T14370937 a6 6/22/18 31 T14370962 15 6/22/18 7 T14370938 b1 6/22/18 32 T14370963 117 6/22/18 8 T14370939 b2 6/22/18 33 T14370964 kj3 6/22/18 9 T14370940 b2g 6/22118 34 T14370965 kj5 6/22/18 10 T14370941 b3 6/22/18 35 T14370966 1<17 6/22/18 11 T14370942 c1 6/22/18 36 T14370967 mg1 6/22/18 12 T14370943 c2 6/22/18 13 T14370944 c3 6/22/18 14 T14370945 cj1 6/22/18 15 T14370946 c13 6/22/18 16 T14370947 c 5 6/22/18 17 T14370948 d'1 6/22/18 18 T14370949 d2 6/22/18 19 T14370950 d3 6/22/18 20 T14370951 f1 6/22118 21 T14370952 fla 6/22/18 22 T14370953 f1b 6/22/18 23 T14370954 1`2 6/22/18 24 T14370955 f3 6/22/18 25 T14370956 f3a 6/22/18 iBUILO/,L SANFpRO o AgRrniE 18-37T1 This item has been electronically signed and sealed by Magid, Michael 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 drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision ```f 1111r1i/ based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. pSL S. Truss Design Engineers Name: Magid, Michael :G•;'G E N`SF••'>i0 My license renewal date for the state of Florida is February 28, 2019. FloridaCOA:6634 No 53681 IMPORTANT NOTE. The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific Information included is for MiTek 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 verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. it O'.• STATE OF :/Z 111111610"% Michael S. Magid PE No.53681 MITek USA, Inc. IL Carl 6634 6904 Parke East Blvd. Tampa R. M610 dune 22,2018 l of I Magid, Michael Job Truss Truss Type Oty Ply Park Sq Hm/rribeca-1986-A T14370932 P1986A_2087 Al COMMON 4 1 oball Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fri Jun 22 05:44:07 2018 Page 1 I D:3zzrE5595gHBgKdROwR6OYzkwee-RXLuCDoJm4G9ge8fNNC)gVcRpxtv3er1 hJ2NYEz3p9s r1-0-0 73-11 14-4-0 21.4-5 284.0 29-8-0, 1-0 0 7-3.11 7-0.5 7.0-5 73.11 1-0-0 1 d 04 = Scale = 1 51.5 1x4 = 3x4 = 3x4 = 04 = 4x4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 100 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1207/0.4-0, 6=1207/0-4-0 Max Horz 2=148(LC 12) Max Uplift 2=379(LC 12), 6=379(1.0 13) CSI. DEFL. in (loc) VdeB L/d PLATES GRIP TC 0.67 Vert(LL) -0.32 8-10 >999 240 MT20 244/190 BC 095 Vert(CT) -0.45 10-13 >768 180 WB 0.39 Horz(CT) 0.07 6 n/a n/a Matnx-MS Weight. 131 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 2.2-0 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2020/608, 3-4=-1797699, 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=4531340, 4-10=2771695. 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. It. Exp B; Encl., 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 d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint 6. le 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 1110.536111 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd Tampa FL 33610 Data: June 22,2018 Q WARNING - Vomfy design peramatora and READ NOTES ON "11S AND INCLUDED MITEK REFERENCE PAGE MI47473 rov. 10AW015 BEFORE USE. Design valid for use only with MIT09 connectors. This design tl baud only upon penmen($ shown, and Is for an Indiddual budding component, not a (fun system. Before use, the budding designer must verify the opp6nbiely, of design parameters and property incorporate this design Imo the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporsry 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, delhrory. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 21S N Lee Street. Suite 312. Mexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/rribeca-1986-A T14370933 P1986A_2087 A2 HIP 2 1 all Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries. Inc. Fri Jun 22 06:44 08 2018 Page 1 I0:3zzrE5595gHBgKdROwR6OYzkwee-vkvKPZoxXNOOloirw4jAGi9f4LGuo 11Awyow4gz3p9r r 6-9-4 13-0 0 75 6-0 21-10.12 I 28-" 2941`4 t-0-0 6-94 6-2-12 2.8-0 6 2.12 8 94 1-" Scale 2 1:50.0 4x6 = 04 = 17 12 11 9 4x4 = 1.5x4 II 3x4 = 3x8 = 3x4 = 1.5x4 II 04 = 8 9 4 13-041 15-0 0 21-10-'2 284W 8.9< 6-2.12 2.6-0 6.2.12 6.9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip OOL 125 TC 0.50 Vert(LL) 0 10 13-16 999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 SC 0.64 Vert(CT) 0 20 12-13 999 180 SCLL 00 Rep Stress Ina YES WB 0.65 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight, 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1207/0-4-0, 7-1207/0-4-0 Max Harz 2=136(LC 12) Max Uplift 2=369(1-C 12). 7=369(1-C 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, S-6=1492/543, 6-7=2106/660 BOT CHORD 2-13=559/1822. 12-13=559/1822. 11-12=258/1254, 9-11=509/1821, 7-9=509/1821 WEBS 3-13=0/289, 3-12=656/349. 4-12=133/391, 5-11=128/393, 6-11=654/350, 6-9=0/287 Structural wood sheathing directly applied or 3.7-4 oe puffins. Rigid ceiling directly applied or 7-8-3 oc bracing NOTES- 1) Unbalanced roof live Wads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft; Cat. II; Exp B; Encl.. 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 13-0 , 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 6 MWFRS for reactions shown, Lumber OOL=1 60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will lit 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 joint 7. 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 NoS3661 MiTek USA, Inc. FL Cart 6634 6904 Pefla East Blvd. Temps FL 33610 Data: June 22,2018 QWARNING . VarHy assign p.ramefara and READ NOTES ON T 0S AND INCLUDED adTEK REFERENCE PAGE afl1.7473 row. 10M.W015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual budding component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and prop" thcarporate this design Into the overall budding design Bracing Indicated is to prevent buckling of Individual buss web and/or c1hord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wM possible personal injury and property damage For general guidance regarding the fabrication• storage, delivery erection and brson9 of trusses and visa systems, see ANSVrP11 Quality Cdrlate, OSS49 and SCSI Building Component 6904 Parke Fast BIM. Safety Information avadabie from Truss Ptata Insibute, 210 N. Lao Street, Suite 312, Alexandria- VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Pry Sq HMrdbeca-1986-A JPark T14370934 P1986A 2087 A3 HIP 2 1 Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries. Inc. Fri Jun 22 05:44:10 2018 Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-r604gFgC2?ekX5tE2MeL7F;oazOG01 TNGH 19Yz3p9p It-" 1741-0 I 22-t0 12 28 8-0 29$ 0 1-0-0 5.91 5 2-12 641 0 5 2-12 5-9.4 3x4 = US = 4x4 = 1 21 22 5 t Sx4 II 3x4 = 5x6 = 1 Sx4 II s9< 1t-" 17." 22.10.12 2e e o SA-4 5.2.12 6-1-0 5.2.12 Scale = 1:50.0 3x4 = a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 200 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 Vert(CT) 0.21 10-11 999 180 SCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 146 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 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) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc pudins BOT CHORD Rigid ceiling directly applied or 7-10-5 oe bracing. WEBS 1 Row at midpt 4-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2145l706, 3-4=1660/606. 4-5=1426/596, 5-6=1669/607, 6-7=21441706 BOT CHORD 2-12=550/1863, 11-12=550/1863, 10-11=348/1427, 9-10=55911863, 7-9=559/1863 WEBS 3-11=509/289, 4-11=-99/425, 5-10=78/425, 6-10=5031289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3 Opsf, 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, Intenor(1) 2.0-0 to 11-0-0, Exterior(2) 11-0-0 to 21-10-1 S. 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 2 and 351 lb uplift at joint 7. 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 MiTeh USA, Inc. FL Cart 66U 6904 Parke Esau Blvd Tampa FL 33610 Dab: June 22,2018 AWARNING - VarNy design parameters and READ NOTES ON n9S AND INCLUDED WTEK REFERENCE PAGE M0-7473 rev. 1003,7015 BEFORE USE. Design valid for use only with MRek® connectors. This design la based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property nnddrporste this design Into Oro overall building design Bracing indicated Is to prevent buckdng of Individual truss web and/or chord members arty. Additional temporary and permanent bracing M iTe k' I allays required for gelidity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the febriwuon, storage, delivery, errabn and bracing of trusses and vest Systems, see ANSVTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd. Safety Informatlon available from Truss Plate Inalltae. 216 N. Lee Street, Suite 312. A mndda, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986-A T14370935IP1986A_2087 A4 HIP 2 1 Job Reference lontionall Mid-Flonda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fn Jun 22 06:44:11 2018 Page 1 I D:3zzrE5595gH BgKdROwR6OYzkwee-JJaS2argplmb9FSOcCGttLnBJZGD7WWccvAah?z3p90 0 14.4-0 19.8-0 ( z3 10 12 I 28.84 29A-Q 1-0-0 4-94 4-2-12 5.4-0 5.4-0 4-2-12 4-9.4 4x4 = 08 = 21 1.Sx4 II 22 4x8 = 13 12 10 3x4 = 3x8 = 3x4 3x4 = 9-0.0 14.4.0 19$ 0 28-" 9-0-0 5-4-0 14-0 9-0.0 Scale - 1:50.0 4x4 = d a LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 044 Vert(LL) 0 15 13-16 999 240 MT20 244/190 TCOL 10.0 Lumber OOL 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 n/a n/a SCOL 10.0 Code FSC2017fTP12014 Matrix -MS Weight. 145 lb FT = 20eAa LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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(LC 12), 8=329(LC 13) BRACING - TOP CHORD Structural wood sheathing direly applied or 3-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing. FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2132l762, 3-4=-1831/646, 4-5=1835/709, 5.6=1835l709, 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 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft: Cat. If: 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) 9-0-0to 24-0-11, Interior(1) 24-0-11 to 29-8-0 zone;C-C for members and forces S MWFRS for reactions shown; Lumber OOL=1.60 plate gnp 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 rn between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 2 and 329 lb uplift at joint 8. A WARNING . Verify design parameters and READ NOTES ON TMS AND /NCL WED MITEK REFERENCE PAGE MQ.7472 rev. /td03/2015 BEFORE USE. Design valid for use only with MITek® connectors. Tho design to based only upon parameters shown, and is for an IndNkual budding Component. not a truss system. Before use, the budding designer must venty the applicability of design parameters and properly Incorporate this design into the overall budding desgn Bracing indicated is to prevent buckling of individual truss web andlof clad members Omy. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with posatMe personal injury and property damage For general guidance nagardmg the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN611TPl1 Quality Criteria, OS849 and SCSI Building Component Safety Information available from Truss plate Institute, 210 N Lee Street, Suds 312. Alexandna, 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 MiTak USA. Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Dab: w MiTek' 6904 Parke Past 8hA Tampa, FL 36610 June 22,2018 Job Truss Truss Type Oty Ply Park Sq Hm/Tdbeca-1986-AI T14370936 P1986A 2087 A5 HIP 1 Job Reference (ootional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries. Inc. Fit Jun 22 06.44:12 2018 Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-nVBgfwsSecuRnPld9wo6OYKDRyZHkn6mram80Rz3p9n 7-921$-0 I 2430.2 -0 339t1422239.140.- 1, 9 1- 0-0 5x6 = 3x4 = 1.Sx4 II 54 = 5 t9 20 6 21 22 7 Scale 2 1.50. 0 14 13 lL 11 3x8 = 7x6 = 47i6 = 4x10 = 7x8 = 3x10 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 7-0.0 111 tfi 9.15 21-0.0 28-8-0 7.0-0 4- 10.1 4-11.13 4-10-1 7-04 LOADING (psf) SPACING- 2. 0-0 CSI. DEFL. in (loc) Udeg L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TIC 0.99 Vert(LL) 0 32 12-13 999 240 MT20 244/190 TCOL 10.0 LumberOOL 1.25 BC 1.00 Vert(CT) 0.5412-13 635 ISO BCLL 00 Rep Stress Incr NO WB 0.90 Horz(CT) 0.12 9 Na n/a BCDL 100 Code FBC2017frP12014 Matrix•MS Weight: 169 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-7. 2x4 SP No.1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No. 3 REACTIONS. (lb/size) 2= 2095/0-4-0, 9=2403/0.4-0 Max Horz 2=78( LC 27) Max Uplift 2=779( 11-C 8). 9=1019(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling direly applied or 5-2-1 oc bracing. FORCES. (lb) - Max CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4217/1623, 3.4=4021/1592, 4-5=5418/2289, 5.6=5542/2439, 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, 9-11=1860/4377 WEBS 4-14=-89/ 283, 4-13=1091/2370, 5-13=-529/399, 5-12=367/209, 6-12=-646/460, 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. II; Exp 8, 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 beading 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 be 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 lb down and 142 lb up at 19-7-4, and 213 lb down and 254 lb up at 2141-0 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 lb down and 28 lb up at 17-7-4, and 89 lb 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 (8). LOAD CASE(S) Standard 1) Dead a Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4=60, 4-7-60, 7-10-60, 2-9=20 Q WARNING - VWHV dos/ on parameters end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mll-7472 ~. 10/0Z7015 BEFORE USE. Design valid for use only wdh MITek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss "am. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design Into the overall budding design. Bracing Indicated Is to prevent OWIding of Individual aura web and/or chord members only Additional temporary and permanent bracing Is always required or stability and to prevent Collapse with possible personal aryry and property damage Far general guidance regarding the fabrication, storage, delivery, arerson and bracing of trusses and truss Systems. See ANSUTPIt Quality Criteria, OSS49 and SCSI Building Component Safety Information available from Truss Piste Institute, 216 N Lee Street. Suite 31Z 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 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Temps FL 33610 Dab: MiTek' 6904 Parke Fast Blvd. Tampa, FL 36610 June 22,2018 Job Truss Truss Type Oty Ply Park Sq Hm/Tdbeta-1986-A T14370936 P1986A_2087 AS HIP 1 1 Job Reference (optional) Mid-Flodda Lumber, Barlow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Jun 22 06:44:12 2018 Page 2 10:3zzrE5595gHBgKdROwR6OYzkwee-nV$gFwsSacuRnPld9wo6OYKORy2Hkn6mram80Rz3p9n LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=166(B) 19= 123(B) 20=123(8) 21=123(8) 22=123(B) 23=776(8) 24=70(8) 25=70(B) 26=70(B) 27=70(B) 28=-370(B) O WARNING - VeMy, design paramaraa and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7472 nit. 1602*01S BEFORE USE. Design vaiid for use only with MITekA connectors This design is eased only upon parameters shown, and Is for an individual budding Component, not a truss system Before use, the budding designer must verty the applicability of design parameters and property mrmeolporste this design Into the overall budding design Bracing Indicated is to prevent bueNkmg of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always ("Uired fof 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, we ANSVTPl1 Quality Criteria. OSSJ9 and SCSI Building Component 6904 Parke East &W. Safety Information available from Truss Plate Inshboa, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa. FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hm/rribeca-1986-A T14370937 P1986A 2087 A6 HIP 1 1 Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Fri Jun 22 06,44.13 2018 Page 1 I D:3zzrE5595gHBgKdROwR6OYzkwee-GraCSGs4Lw010ZbpldJLymsYl M?ST02v4EVhmtz3p9m r1-0 0, 19.15 11.10.1 16 9.15 21.1.0 1 25 0 0 28$0 29 6 Q 1-0-0 3-9-15 3-2-1 a.10-1 4.11.13 4-10.1 3-0 3$0 1-" 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 8CLL 00 SCOL 10.0 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 5x5 = 1.Sx4 II 3x4 = 5x5 = la 14 — lL 11 3x4 = SPACING- 2-0-0 Plate Gnp DOL 1 25 Lumber DOL 1 25 Rep Stress Ina NO Code FBC2017/rP12014 REACTIONS. (lb/size) 2=1207/0.4-0, 9=1207/0-4-0 Max Horz 2=78(LC 8) Max Uplift 2=312(LC 5). 9=312(LC 4) 3x8 = 3x4 = 3x4 = 3x4 = Scale - 1:50.0 30 = CSI. DEFL. in loc) Udell Ltd PLATES GRIP TC 0.35 Vert(LL) -013 12-14 >999 240 MT20 244/190 BC 0.62 Vert(CT) -027 12-14 >999 180 WS 0. 28 Horz(CT) 0.09 9 n/a n/a Matnx-MS Weight: 146 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3.9 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-2185/622, 3-4=19871592. 4-5=22741745, 5.6=22741745. 6-7=2275/745, 7-8= 1987/592, 8-9=2185/622 BOT CHORD 2-15=554/1930, 14-15=-488/1726, 12-14=664/2275, 11-12= 441/1726, 9.11--509/1930 WEBS 4- 15=57/303, 4-14=298f741, 5-14=-312/189. 6.12=-345/205, 7-12=299f742, 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.Opsf; h=25ft; Cat 11; Exp 8; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone, Lumber DOL=1 60 plate gnp 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 312 lb uplift at joint 2 and 312 lb uplift at joint 9. d Cl 0 r7 a 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 N0.S3661 MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Daft: June 22, 2018 0 WARNING . Verlry desran parameters and READ NOTES ON rMS AND INCLUDED AUTEK REFERENCE PA E AUI.7473 rev. I0 0=015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is rot an individual building Component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design into the overall budding design Bracing indicated Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent bracing M iTek' Is alwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, stooge, delivery, erection and bracing of tnines and cuss systems, see ANSUTPII Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East 81W. Safety Information available from Tons Plate lmalh te, 216 N. Lae Street, Suds 31Z Alexondds, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/rnbeca-1986-A T14370938 P1986A_2087 81 SPECIAL 1 2 Job Referencea Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:15 2018 Page 1 10.3zzrE5595gHBgKdROwR6OYzkwee-C4gztyuKtXHOeslBr2Lp2BymOAIOxBOCXY ogmz3p9k 3- 0 6.38 9.3-11 12510 15.7.9 18114 0 3-0 8 3-0.3 3.1-15 }7.15 3 }11 6x6 = 4x4 11 6x10 MT20H5 = 20 II 4x4 = Scale = 1.33 0 4XS = 3-0 8J8 9-3-11 12.5-10 15 7-9 18-11-4 3-10 3-08 3.0.3 }t-15 7.15 }}11 Plate Offsets (X.Y)- 14:0.2-8.Edael. 112:0.5-0.0-5-01 LOADING (pso SPACING- 2-0-0 CSI. OEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.00 TC 0.88 Vert(LL) 0.29 12 >766 360 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 066 Vert(CT) -0.55 12 >408 240 MT20HS 187/143 SCLL 0.0 Rep Stress Incr NO WB 074 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-S Weight: 218 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, 4-8: 2x4 SP No.1 except end verticals. ' BOT CHORD 2x6 SP OSS BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1861/0-".9=2487/0-7-4 Max Horz 1=258(LC 8) Max Uplift 1-535(LC 5), 9=808(LC 5) Max Grav 1-2001(LC IS).9=2800(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-3962/1079, 4-5-1215913571, 5-6=-12159/3571, 6-7-7102/2056, 7-8=551/161, 8-9-487/155 BOT CHORD 1-14-1106/3480, 13.14-3001/10093, 12-13=-3252/10905, 11-12=3403/11692, 10- 11-3403/11692. 9-10-205617102 WEBS 2-14=730/2605, 5-12=841/279, 6-11-53/304, 7-10-287/1112, 4-12=-340/1343, 6-12=263/488, 6-10=-4796/1408, 7-9=-6845/1980, 2-4=-3389/1024, 4-14=-6966/2038' NOTES- 1) 2-ply truss to be connected together with IOd (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 (8) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. electronically signed and3) Unbalanced roof live loads have been considered for this design. sealed by Magid, Michael, PE4) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL.2psf: BCOL=3.Opsf: h=15ft; Cat. It: Exp S; Encl., Digital Signature. GCpi=0.18: MWFRS (envelope) gable end zone; Lumber OOL=1 60 plate grip DOL=1 60 using a 5) Provide adequate drainage to prevent water ponding. Printed Copies of this . 6) All plates are MT20 plates unless otherwise indicated. document are not Considered 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and sealed and the 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 signature must be verifiedWillfitbetweenthebottomchordandanyothermembers. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 535 lb uplift at joint 1 and 808 lb uplift at on any electronic copies. joint 9. Michael S. Magid PE No 53861 10) Girder carries tie-in span(s): 5-" from 6-3-8 to IS- 11-4 MiTok USA, Inc. FL Cert 66U 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such 904 Potts East Blvd. Tampa FL 33610 connection device(s) is the responsibility of others. Dan: LOAD CASE(S) Standard June 22,2018 O WARNING • VOWV design parameters end READ NOTES ON TWS AND INCLUDED A9TEK REFERENCE PAGE Ma-7473 rev. 10naY7015 BEFORE USE. wwww Design valid Wr use only won MRek* connectors. This design V based only upon parameters shown, and is for an individual building component, not a truss system. Boron use, the budding designer must vents the applicability of design parameters and property incorporate this design Into the overallbuddingdesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stabdity, and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of wsses and truss systems. see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Information available hem Truss Wale Institute, 210 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmiTnbeca-1986•A T14370938 P1986A 2087 81 SPECIAL 1 n I Job Reference (ontionali Mid-rlonda Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Inerease=1.00 Undorm Loads (plf) Vert: 1-3=60, 4-8=252, 1-9=20 Concentrated Loads (lb) Vert: 4=429 0.130 s Mar 11 2018 Mirek Industries. Inc. Fn Jun zz 06.44 15 201a Page z ID.3zzrE5595gHBgKdROwR6OYzkwee-C4gztyuKtXHOesIB2Lp2BymQAfDxBOCXY ogmz3p9k AWARN/NO • VarUy design panmoren and READ NOTES ON T/03 AND INCLUDED a11TEK REFERENCE PAGE A1114472rev. /00]/]013 BEFORE USE. - Design valid for use only with MrTekB connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Uuu system. Before use, the budding designer must venty the applicability of design parameters and property Incorporate this design Into the overact budding design Bracing Indicated Is to prevent buckling of Individual India web and/or Chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the redincatlon, storage, delivery, erection and bracing of trusses and truss systems, a" ANSUTPN Quality CMerta, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610 Job Truss cuss Type Ply Pork sq Hrrt/rnbeca• 1988•A Jolly Tf4370939 P1986A 2087 82 SPECIAL 8 1 Mid -Florida Lumber. Bartow, FL a t 30 a Oct 7 20t 7 MTek Induslnes. Inc Fn Jun 22 10:14.00 2018 Page 1 10:3zzrES59SgHBgKdROwR6OYzkwee-nmVS?Fkfvxg IT7QHe6?xa074ATenrjdx?IiUz3mzL 3 3-0 8J 8 9.3-11 12510 13.11.2 15.. 79 1&11 4 3 3-0 3 0 8 34.3 3.1-15 1 s•8 , 8 7 3 11 2x4 11 3 7x10 = 5x6 It 8xl2 MT20HS = 20 II 4x8 Sole - 1:32.7 4x8 = 1-3 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.40 12 >563 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 Be 0.91 Vert(CT) -0.74 12 >302 240 MT20HS 1871143 BCLL 00 Rep Stress Ina NO WB 0 92 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 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 OSS 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: 20 SP No.2 REACTIONS. (lb/size) 1=1412/0-4-0, 9=1262/0-7-4 Max Horz 1=243(LC 12) Max Uplift 1=31O(LC 9). 9=-231(LC 9) Max Grav 1=1572(LC 19), 9=I625(LC 2) FORCES. (lb) - 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=-2033(7636, 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=-26091761, 4-14=5207/1267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf,. h=15ft; Cat. II; Exp B. Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) 0-2-0 to 3-3-0, Intenor(1) 3-3-0 to 18-9-8 zone;C-C for members and forces S MWFRS for reactions shown: Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 1 and 231 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Undone Loads (plf) Vert: 1-3-60, 4-8=90, 1-9=-20 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. Michaal S. Magid PE No.S3681 MiTak USA, Inc. FL Cart 6634 6904 Parka Eat Blvd. Tampa FL 33610 Dab: June 22,2018 QWARNIND • VMIy d&d9n panunoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E N/F7472 rov. 14,9312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and its for an Individual building component, not a truss system. Galore use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent budding of individual tress web and/or chord members only. Additional temporary and permanent bracing MTek' is always required for sta abilityandtopreventCollapsewithpossiblepersoninjuryand property damage. For general guidance regarding the fabrication, storage, dallvery, erection and bracing of trusses and truss systems, we ANSIRPH Quality Criteria. OSS49 and SCSI Building Component 69N Parke Fast Blvd Salary Information available from Tows Plata Institute. 218 N. Lee Street. Suite 31 Z Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply I IParkSqHnVTnbeca- 1986-A Tt4370939 P1966A 2067 B2 SPECIAL 8 IJob Reference ( tionali Mid -Florida Lumber. Bartow. FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-345 15=460(9) at s Oct 7 2017 MrTek Indusmes, Inc Fn Jun 22 1014,00 2016 Page 2 10:3zzrE5595gH8gKdROwR60Yzkwee nmVS?Fkfvxg 117fjHe6?xaD74ATenddx?IiUz3mzL AWARNINO • VoAry design Parameters and READ NOTES ON r10S AND INCLUDED M17EK REFERENCE PAGE a0474" rev. 10,102/20f3 BEFORE USE. Design valid for use only with MITelab connectors This design la based only upon parameters shown, and is for an individual budding component, net a truss system. Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated Is to prevent Welding of individual onus web andfor chard members only. Additional temporary and permanent bracing M iTek' Is always requited for liability and to prevent collapse wM possible personal injury and property damage, for general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and bass systems, see ANSIRPI1 Quality Criteria, OSB49 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sude 31Z Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca-1986-A T14370940IP1986A208782GSPECIAL12jot) Reference (oodonall Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mrrek Industries, Inc. Fn Jun 22 06:44 17 2018 Page 1 10.3zzrE5595gHBgKdROvR6OYzkwee-8S1g1evbPSXkWvayTNH7c19WzliP70V sTwez3p9i 3-3-0 6 3 B 8 10.14 114-9 1110-3 18 3 14 18 11.4 3 3-0 3-0-0 2.7b 2-5 10 2-5 10 2-5 10 2-7 Scale - 1:33.0 1.Sx4 II 3 R 3x4 = 4x6 = 3x4 II 4x8 = 7x6 = 5xe = 2x4 II10 4x4 = 8-10.14 114-9 13.10.3 16.3-14 1e-11.4 3-3-0 311 2.743 2-5-10 2-:110 Plate Offsets X.YI- 14:0-2.0.0-3-01, 113:0-3-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 100 TC 0.65 Ven(LL) 0.23 14 >956 360 MT20 244/190 TCOL 10.0 Lumber DOL 100 BC 0.85 Vert(CT) 0.43 14 >515 240 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.05 10 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix-S Weight: 219 lb FT = 20% 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=1412/0-", 10=1250/0-7-4 Max Horz 1=258(LC 9) Max Uplift 1=308(1-C 5), 10=-228(LC 5) Max Grav, 1=1569(LC 15). 10=1614(LC 2) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3082/614, 4-5=-8020/1584, 5-6=-8020/1584, 6-7=57721929, 7-8=5772/929 BOT CHORD 1-16=701/2713, 15-16=1707/7597, 14.15=1816/8102, 13-14=1360/7685. 12-13=1360/7685, 11-12=528/3526, 10-11=528/3526 WEBS 2-16=40311985, 2-4=2623/623, 4-16=5144/1101, 4-14=-429/443, 5-14=303/40, 6-14=355/536, 6.13=25/278, 6.12=2148/462, 7-12=290137, 8-12=431/2409. 8-10=3558/535 Structural wood sheathing directly applied or 3-10-3 oc purlins, 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"x3") 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. This item has been 3) Unbalanced roof live toads have been considered for this design. electronically Signed and4) Wind ASCE 7-10; Vun=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; Cat. II, Exp B. Encl., sealed b Magid, Michael, PEygGCpi=0.18: MWFRS (envelope) gable end zone, Lumber OOL=1.60 plate gnp DOL=1.60 Digital Signature. 5) Provide adequate drainage to prevent water ponding. Using a 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 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 document are not considered will fit between the bottom chord and any other members, signed and Sealed and the 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 signature must be verifiedjoint10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such on any electronic copies. connection device(s) is the responsibility of others. Michael S. Magid PE N0.SXII1 MiTek USA, Inc. FL Cart 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 1) Dead r Roof Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Dam: June 22,2018 O WARNING - Ve ft di sign Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 tov. 100M0/S BEFORE USE. Design acid for use only with MrTekS connectors. This design a based only upon parameters shown, and is for an individual building component, not a trYss "am. Before use, tie building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. 8rsang indicated Is to prevent trickling of IndMdual Was web ane/or alad members only Adddional temporary end permanentbr"g M iTek' IsaNtaysrequiredforsubwayandtopreventcollapsewanpossiblepersonalinjuryandpropertymenageforgeneralguidanceregardingmafabrication, storage, delivery, erection and bmang of trusses and Wsa systems. ace ANSVIPIt Quality CAteAa, OSS49 and SCSI Building Componam . 6904 Parke East BM Safety information available from Truss Plate Institute. 216 N Lee Street. Suite 31 Z Alexandna. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HMfnbeca-1986-A T14370940 P1986A2087 82G SPECIAL 1 all Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MITek Industries, Inc. FriJun 22 06:44:17 2018 Page 2 ID:3zzrE5595gHBgKdROwR6OYzkwee-8S41evbP8XktAvayTNH7c19WzliP70V sTvvez3p9i LOAD CASE(S) Standard Uniform Loads (plf) Vert 1-3=60, 4-9=90, 1-10=20 Concentrated Loads (lb) Vert: 4-792 AWARNING • Verify design parameters and READ NOTES ON TAGS AND INCLUDED a9TEK REFERENCE PAGE NIF7472 tay. to/=013 BEFORE USE. Oesign valid for use only with MITek8 connectors. This design is based only upon parameters shown, and Is for an individual budding component, not a Was system. Before use, the building designer must verily the applicbdity of design parameters and property IncorpOrate this design into the overall budding design Bracing indicated Is to prevent Iw "g of ktdivldual truss web and/or chord members only Addalonal temporaryartd perdenent bracmq Welk' is &We" required Air atabildy and to prevent collapse with possible personal Injury and properly damage For general guidance regarding the abdeabn, storage. delivery, erection and bracing of trusses and truss syatema, see ANSVTP11 Quality Criteria. OSS49 and SCSI Building Component 904 Parke Eau Blvd. Safety information available from Tens Plate Institute, 216 N. tie Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss TypeOPy Park Sq Hm/rnbeca 1986 AT14370941IHIPP1986A2087B311 Job Reference o a Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries. Inc. Fn Jun 22 06:44:18 2018 Page 1 10:3zzrE5595gHSgKdROwR6OYzkwee-cfV5W wOAS(bVKUmWAuIMpaMINh88fw)eDWDSR5z3p9h 1-0-0 5-0-0 9.8-0 14-" IS." i 204.0 1-0-0 5-04 4-" 4. W 541-0 144 axe = 17 1.50 II 18 4 19 20 4x8 = Scale - 1.34.8 4X4 = 1 5x4 11 5x8 = 1.50 11 04 = 5-0-0 9$0 144-0 194-0 51111 AA.A A" S.r1.A LOADING (psi SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.56 TCOL 10.0 Lumber OOL 1.25 BC 0.65 BCLL 00 Rep Stress Incr NO WB 0 30 BCOL 100 Code FBC2017fTP12014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2=1335/0-8-0, 6=1335/0-8-0 Max Harz 2=58(LC 8) Max Uplift 2=589(1.0 8), 6=589(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) 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, 9-10=954/2149, 8-9=-922/2149, 6.8=-921/2135 WEBS 3-10=-33/358, 3-9 =4131789, 4-9=5161369, 5.9= 414/789, 5-8=331368 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.13 9 >999 240 MT20 244/190 Vert(CT) -0.20 9-10 >999 180 Horz(CT) 006 6 n/a n/a Weight: 87 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. 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=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 psi bottom chord live load nonconcurtent 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 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 and 100 lb up at 12-34, 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 and 22 lb up at 7-0-12, 51 lb down and 22 lb up at 9-0-12, 51 lb down and 22 lb up at 10-34. and 51 lb down and 22 lb up at 12-34, and 124 lb down and 62 lb up at 14-34 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pm Vert: 1-3-60. 3-5=60, 5-7=60, 11-14=20 Concentrated Loads (lb) Vert. 3=165(8) 5=165(B) 10=113(B) 8=113(B) 17=67(8) 18=67(B) 19=-67(8) 20=67(B) 21=44(8) 22=-44(8) 23=44(8) 24=-44(8) d N a 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. Micheal S. Magid PE No.53681 MiTet USA, Inc. FL Cart $634 6984 Parke East Blvd. Tampa FL 33610 Daft: June 22,2018 O WARNING . vorlry design parameters and READ NorES ON TNIS AND INCLUDED AOTEK REFERENCE PAGE MIF7473 rev. 1002/20/5 BEFORE USE. Oesign valid for use only with MITeli® connectors This design is based only upon parameters shown, and Is tot on individual budding component, not a truss "am. Before use, the budding designer must vmfy the applicability of design parameters and property 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 M iTek' Is akvays required for Cabddy, and to prevent Collapse with possible personal Injury and property damage For general guidance reganting the fatlriradon, garage, delivery, enaction and bracing of trusses and truss systems, see ANSUTPIt Quality Criteria. OSS49 and SCSI Building Component 6904 Paine Fast Bloc Safaty Intannadon available 8om Titus Piste Institute. 218 N. Lae Street, Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Pry Park Sq HMfribeca-1986-A T14370942 P1986A 2087 C1 COMMON 4 1 e all Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fd Jun 22 06:44 19 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-4r3UIKxrxmnS6U3z4uOIC16Xun5Xt9AoSAy?zXz3p9g 1-0-0 6-4-0 12."t 3-8-0 1-0-0 6-4-0 6.4-0 4x4 = 30 = 5x5 = 6-4-0 12-8-0 6.4.0 6-4-0 Scale: 1/2•=1' d 3x4 = LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 047 Ven(LL) 0.06 6-9 999 240 MT20 244/190 TCDL 100 Lumber OOL 1.25 SC 0.45 Vert(CT) 0.10 6-12 999 180 BCLL 0.0 Rep Stress then YES WB Oil Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matnx-MS Weight: 48 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=567/0-4-0, 4=567/0-4-0 Max Horz 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, 34=718/263 BOT CHORD 2-6=-123/577, 4-6=123/577 WEBS 3-6=-11/299 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=4.2pst; 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-", Interior(1) 2-0-0 to 6-4-0. Exterior(2) 6-4-0 to 9-4-0 zone,C-C for members and forces d 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 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 S. Magid PE No.53661 MiTak USA, Inc. FL Cart 6034 6904 Parka Eaat Blvd Tampa FL 33610 Oats: June 22,2018 Q WARNING • VaAfy design parameters and READ NOTES ON TIES AND INCLUDED AUTEK REFERENCE PAGE M8.7473 rev. 1".V2015 BEFORE USE. wwww Oesign valid for use only with MRekm connectors This design Is based only upon parameters shown, and Is for an i divduat budding component, not w• a buss system. Before use, the building designer must vent' cottheapplicabilityofdesignparametersandpropertydnporate this design Imo the overall budding design Bracing indicated is to prevent budding o1 individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' I always required for stability and togpreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidance regards the fabrication, storage. delivery. erection and bracing of trusses and truss system$. sae ANSIRPI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety IMomntlon available from Truss Plate Institute, 218 N. Lea Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnVTnbeca-1986A T14370943IP1986A_2087 C2 COMMON 3 1 o trio a Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek IndusUies, Inc. Fn Jun 22 06,44:20 2018 Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-YldswyTn3vJkee9dbx IEriOBORccPxhgizWzz3p9f 11)-0 6-4-0 12-8-0 1-0-0 6-4-0 6.4-0 4x4 = 3x4 = Su5 = Scale = 1.23 3 3x4 = Plate Offsets fX.YI— 12,0.2-O.Eddel. 14:0-2-0.Eddel. fS,G-2-8.G-3-01 LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in (loc) Well L/d PLATES GRIP TCLL 200 Plate Grip OOL 1.25 TC 0.48 Ven(LL) 0.07 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.47 Vert(CT) -0.11 5-8 >999 180 SCLL 0.0 Rep Stress Inv YES WB Oil Horz(CT) 0.01 4 n/a n/a BCOL 10.0 Code FBC2017/TP12014 Matnx-MS Weight: 46 lb FT = 200/6 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-I I oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=504/Mechanical, 2=569/0-4-0 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=725/266. 3-4=724/282 BOT CHORD 2-5=-159/583, 4-5=159/583 WEBS 3-5=20/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3 Opsf; h=25ft: Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 24-0 to 6-4-0, Extenor(2) 6-4-0 to 9-4-0 zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent ninth any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 S. Magid PE No.53631 MiTek USA, Inc. FL Cart 64U 6904 Berke East Blvd Tampa FL 33610 r Date: June 22,2018 0 WARNING - V4rUy, design parameters and READ moms ON rmS AND INCLUDED AIITEK REFERENCE PAGE NO.74771ay. 1041=01e BEFORE USE. Design valid for use only with MITekiS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss "am Before use. the budding designer must vent' the applicability of design parameters and properly Incorperate 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 Welk' always required for stabdity, and to prevent collapse with possible personal injury and property damage. Fat general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality criteria, OSS49 and SCSI Building component 6904 Parka Eau BAd. Safety Information available from Truss Plate Instkae, 21S N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply 1ParkSqHffvTfibeca- I986-A T14370944 P1986A_2087 C3 HIP 1 1 b Reference (optionall Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mirek Industries, Inc Fn Jun 22 06,44.22 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-VOIcLLziEh9lzxnYlOzSgfk4t Si4WuE88Bgasz3p9d t-0-0 5-0.0 7-8-0 12-8-0 73 8 0 1-0-0 5-" 2-0.0 5-0.0 1• 0 Scale: I Z- V 08 = 16 04 = 1 5x4 11 ""' 3x4 = 3x4 = 3x4 = 5-0-0 124-0 5-0-0 Plate Offsets (X.Y1— f3:0.5-4.0.2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(ILL) 0 04 0-12 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 Bc 0.48 Vert(CT) -0.07 9-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 0.02 5 n/a Na SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight. 54 lb FT = 2WA LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc 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=901/0-4-0, 5=901/04-0 Max Horz 2=58(LC 9) Max Uplift 2=415(LC 8). 5=415(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1488/706, 3-4=-1290/673, 4-5=1489/706 BOT CHORD 2.9-598/1276. 7.9=601/1289, 5.7=569/1277 WEBS 3.9=45/302, 4.7=-49/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. If: Exp B; Encl.. GCpi=O 18, MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate gnp 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 an 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 Ib uplift at joint 2 and 415 lb uplift at joint S. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 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 230lb up at 7-8-0 on top chord, and 124 lb down and 62 lb up electronically signed and at 5.00, 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(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 (8). 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=l 25 signed and sealed and the Uniform Loads (plf) Ven: 1-3=60, 3.4=60, 4-6=-60, 10-13=20 signature must be verified Concentrated Loads (lb) on any electronic copies. Vert: 3=165(8) 4-165(8) 8=-44(B) 9=113(B) 7=113(B) 16=67(8) Michael S. Magid PE No.53661 MiTak USA, Inc. FL Can 6634 6904 Parka East Blvd Tampa FL 33610 OM: June 22,2018 A WARNING • Verify d*slgn peramefan and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE M11•7472 rev. I&O2r2015 BEFORE USE. Design valid for use only with Mf rekm connectors This design b based ditty upon parameters shown, and Is for an individual Wilding component, ruseatrusssystem. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design &acing Indicted Is to prevent buolding of Individual truss web and/or Urord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and a 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 ANSVTPI1 Quality criteria, OSB49 and SCSI Building Component 6904 Pam* East 8W. Safety Information available from Tens Plate Institute. 218 N. Lee SfreeL Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmlrnbeca-1986-A I T14370945 P1986A 2087I CJ1 JACK 18 1 Job Reference al Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Jun 22 06:44.22 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-VOIcLLzIEhglzxnYlOzSgfk8M C24XhE88Bgasz3pgd 1-0-0 1-0-0 1-0-0 1.0.0 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.07 TCOL 10.0 Lumber OOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 SCOL 10.0 Code FBC2017/TPI2014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0.4-0, 4=0/Mechanical Max Harz 2=41(LC 12) Max Uplift 3=7(1_C 12). 2=58(LC 12) Max Gray 3=1O(LC 19). 2=130(LC 1). 4=12(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1.7.0 2x4 = DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) -000 5 >999 240 MT20 244/190 Vert( CT) -000 7 >999 ISO Horz(CT) 000 2 Ma We Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wtnd. ASCE 7.10: Vuh=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) 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 7 lb 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 MiTek USA, Inc. FL Cert 66U 6904 Puke East Blvd. Tampa FL 33610 One: June 22, 2018 0 WARNING - VaNfy dosfgn paramerara and READ NOrES ON TNIS AND INCLUDED AOTEK REFERENCE PAGE Aflf-7472 nw. 100V2015 BEFORE USE. Oasign valid for use only with lArrek® connectors This design Is based only upon parameters shown, and Is for an Individual budding component, not a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design Into the overall budding design Bracing indicated is to prevent Duelling of IndMdual buss web and/or chord members only Additional temporary and permanent bracing MiTek' is alwaysr4qutiadfarstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperty, damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems- sea ANSIRPl1 Quality Cntorta, OSS49 and SCSI Building Component 6204 Parke Ems BM. Safety Information available Dom Truss Plata Institute, 216 N Lee Street, Suite 31 Z Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hrn/Tribeca-1986-A T14370946 P1988A_2087 CJ3 JACK 12 1 D e o t'all Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi rek Industries, Inc. Fri Jun 22 06:44:23 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-zcJZh_L7 Hub5MkJkUhMtHJ10XGpzwNNowO6lz3p9c t- 0-0 3." t- 0 0 3-" Scale. V'=V 2x4 = LOAOING ( psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -000 4-7 >999 240 MT20 244/190 TCOL 10. 0 Lumber OOL 1.25 SC 0.08 Vert(CT) -001 4-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a Na BCDL 100 Code FBC2017/TPI2014 Matnx-MP Weight, 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-4-0, 4=36/Mechanical Max Hors 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 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: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Flip 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 2-1.1-4 zone;C-C for members and forces d 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 Irve 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 No.53691 MiTak USA, Inc. FL Cart HU 6904 Parke East Bhd. Tampa FL 33610 Date: June 22, 2018 WARNING - Vari design Q h pparametersandREAD NOTES ON THIS AND INCLUDED a91EK REFERENCE PACE MlH7p3 rov. IdN2R01! BEFORE USE. Design valid for use only with AIITekm connectors This design Is based only upon parameters shown. and is for an individual building component, net wt a truss SystemBeforeuse, the budding designer must vent' the applicability of design parameters and properly Incorporate this design Into the overall building design BraWg uidloated rs to pravem buckling of Individual was web and/or chord members only. Additional temporary and permanent braung M iTek' Is always (SquiredforstabilityandtopreventcollapsewithpossiblepersonalInprryandpmperrydamage. Far general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 69N Portia Fgst Blvd Safety Information available from Truss Plate lnsthute, 218 N Lae Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hn rribeca-1986-A T14370947 IP1986A_2087 CJS JACK 6 1 ob a re o t all Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries. Inc. Fn Jun 22 06:44 24 2018 Page 1 I0:3zzrE5595gHBgKdROwR6OYzkwee-RpsNm1T IIPkOFxwsR?wv4gQuogcYQAXbSgmflz3p9b 1-0-0 5-0.0 1-0-0 5.0.0 2x4 = LOADING (psf) SPACING- 2.0.0 TCLL 200 Plate Grip DOL 125 TCDL 00 Lumber DOL 125 BCLL 0.0 Rep Stress Incr YES BCDL 100 Code FBC2017frPI2014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 5-0-0 t-r1n cSl. DEFL. in loc) Vdefl L/d TC 0.32 Vert(LL) 0.04 4-7 999 240 BC 026 Vert(CT) 0 06 4-7 988 180 WB 000 Horz(CT) 0.00 3 n/a n/a Matnx-MP REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-4-0, 4=64/Mechanical 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. (Ib) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown Scale = 1.17.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II, Exp S; 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 4-11-4 zone;C-C for members and forces 3 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 No.53681 MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Dam: June 22,2018 WARNING • VarHy das/gn paremotors and READ NOTES ON TINS AND INCLUDED ANTEK REFERENCE PAGE 1101II.7473 rev. 1403/2016 BEFORE USE. Design valid for use only with Mr rekS 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 verily the applicability of design parameters and property incorporate this design Into the overact building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always requited for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding me fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIRPl1 Quality 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 Job Truss Truss Type Oty Ply Park Sq HrtJrnbeca-1986-A T14370948 P1986A 2087 D1 COMMON 4 1 o eall Mid-Flonda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:25 2018 Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-v701 NOcWcXbgPW6O9W9SIMc4CBIHsAgg6PKBBz3p9a 1-0.12 441.4 _ 9-11.4 t I 12 4414 5." 4x4 = 1.Sx4 11 3x8 1.Sx4 I I 4.11.4 9-11.4 Scale = 1 30 9 LOADING (pso TCLL 20.0 TCOL 10.0 BCLL 00 BCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.29 BC 0.20 WB 0.08 Matrix -MS DEFL. in Vert(LL) -0.01 Vert(CT) -003 Horz( CT) -0.00 loc) I/defl L/d 5- 6 >999 240 5. 6 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 60lb 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 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; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; 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, Extenor(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 psi 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 rA between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 Ib uplift at joint 7 and 114 lb 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.53661 MiTak USA, Inc. FL Cart 6634 6904 Parke East Btvd. Tampa FL 33610 Date: June 22,2018 O WARNING • Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil•7472 rev. I&MO/S BEFORE USE. Design valid roc use only with MfTak® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design Into the overall budding design Bracing indicated is to prevent buckling of individual buss web and/or chord members only. Additional temporary and permanent bracing M!Te k' IsaWaysrequiredforstabilityandtopreventcollapsewanpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANatrTPt1 Quality 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 Job Truss Truss Type Oty Ply Park Sq Hmfrribeca-1986-A T14370949IP1986A2087D2COMMON11 Job Reference (octionall Mid-Flonda Lumber, Bartow. FL. 8.130 s Mar 11 2018 MiTek Industries. Inc Fn Jun 22 06:44:26 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-NB_7810EHvfSS25J s20 VvntcvwoJTg3m91jdz3p92 t-0.0 5.0.0 to." t1-0-0 Scale = 1,219 04 = 600 t2 14 2 15 4 Ca5 SX4t 11 3x4 = 3x4 = 5 0 0 10-0.0 4$-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TIC 029 Vert(LL) 0 04 6-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 027 Vert(CT) -0 05 6-13 >999 180 BCLL 00 Rep Stress Ina YES WB 008 Horz(CT) 000 4 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=484/0-4-0.4=436/041-0 Max Horz 2=58(LC 12) Max Uplift 2=231(LC 12). 4=211(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-495/275, 3-4=480/281 BOT CHORD 2-6--120/379, 4-6=120/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3 Opsf; h=15ft; Cat. 11; Exp 8: Part Encl., GCpi=O 55; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 5-0-0, Extenor(2) 5-0-0to 9-0-0 zone; cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate gnp 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 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 Mi'fek USA, Inc. FL Cart 6634 6904 Parke East Bhd. Tampa FL 33610 Dab: June 22,2018 A wARNING - VaN/y design Parameters and READ NOTES ON Ties AND INCLUDED M1TEK REFERENCE PAGE MX7472 tuv. 1010=015 BEFORE USE. Design valid tot use only with MRek® Connectors This design is based only upon parameters shown, and is for an individual budding componem, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buckling or individual truss web and/or Chord members Dory Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, OS649 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inetdine, 216 N Lee StnW, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HMfribeca-1986-A T14370950 P1986A_2087 D3 HIP 1 1 ob e e ce oall Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fn Jun 22 06:44 27 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-rOYV031 s2DnJ4igVYZZdXjSyk?pnln?z10uRF3z3p9Y 3-0-0 7-0-0 10-0-0 1 0 0 3-0-0 4-04 3-0-0 3x4 = 08 = 04 = 1 7x4 11 Jxi — THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. 2x4 = Scale = 1 22.2 r-4-0 It 4-0-0 3-0-0 Plate Offsets (X Yl— 1370.5-O0-2-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.28 Vert(LL)- 0 03 7-8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 8C 042 Ven(CT) -0.04 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 006 Hcrz(CT) 0.01 5 n/a n/a 8COL 10.0 Code FBC2017frPI2014 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 80T 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(1-C 9) Max Gray 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=326/667, 7-8=324/572, 5-7=364/664 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind ASCE 7-10. Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft, Cat II, Exp B, Part. Encl.. GCpi= 0.55; MWFRS (envelope) gable end zone, cantilever left exposed; Lumber DOL=1.60 plate gnp 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 S. 7) Hanger(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 down and 34 lb 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. using a 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) Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 signed and sealed and the Uniform Loads (plf) nature must be verified signatureVert. 1-3-60, 3.4=-60, 4-6=-60, 9.13=20 Concentrated Loads (lb) on any electronic copies. Vert: 3=27(B) 4=27(B) 8=-37(8) 7=37(B) 16=11(B) 17=-16(8) Michael S. Magid PE No.53681 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 22,2018 O WARNING • VsHfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NO.7473 rw. 104112/2015 BEFORE USE. Oesign valid for use only with MlTeldb connectors This design Is based only upon parameters shown, and Is for an individual budding component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property 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 Welk' I. always required for stability and to prevent collapse with possible personal Inpiry and property damage Far general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd safety information available from Truss Plate Instkute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hmfrnbeca• 1988-A T14370951lJobP1986A_2087 F1 FLOOR 12 1 Referen 0-1-8 H Fi1 c rn run a ice o rage i I0:3zzrE5595gHBgKdROwR60Yz4wee-14b6cfsiCvtPv__frkUiDM9TSCVCG88CP34AQtrz3mg8 Fi -0 O t,6 Scale. 1/4"=1' 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 = 06 = 1x3 II 3x4 = 3x3 = 3x3 = 14 II 34 = 3X3 = 16 FP= 1x3 II 44 = 2 3 4 5 6 7 8 9 10 11 12 13 14 30 29 28 27 26 25 24 23 22 21 20 6x6 = 3x8 MT20HS FP = 6x6 = sX6 = 3x8 MT20HS FP = N BUILDING DESIGNER SHALL NOTE MAGNITUDE OF CALCULATED DEFLECTIONS. 4x6 = 14 = 44 - 1x3 = 15 16 36 19Tm 35 r b 19 18 17 6x6 = 74 II LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.99 Ven(LL) 0 84 24 405 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.84 Vert(CT) 1.15 24 294 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WS 0.83 Horz(CT) 0.10 17 n/a n/a SCOL 5.0 Code FBC2017/TP12014 Matrix-S Weight. 186 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 1D(flat) "Except' TOP CHORD Structural wood sheathing directly applied, except end verticals 11-16: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No 2(flat) 'Except' 21-32,17-28: 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=-1222/0, 1-2=1306/0, 2-3=3522/0, 3-4=-5288/0, 4-5=5288/0, 5-6=6526/0, 6-7=7253/0, 7-8=7534/0, 8.9=7534/0. 9-10=7268/0, 10-12=6522/0, 12.13=-5285/0, 13.14=5285/0, 14-15=-3520/0, 15-16=-1306/0 BOT CHORD 30.31 =0/2542, 29-30=0/4476, 27-29=0/6019, 26-27=0/7005, 25.26=V7534, 24-25=0/7534, 23-24=017497. 22-23=0/7009, 20.22=0/6016, 19-20=0/4474, 18-19=0/2541 WEBS 16.18=0/1733, 1-31=0/1734, 15.18=-1675/0, 2-31=1676/0, 15-19=0/1329, 2-30=0/1329, 14-19=-1294/0, 3.30=-1295/0, 14-20=0/1076, 3-29=0/1077, 12-20=-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=339/479, 7-25=-244/335 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 (0.131" 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.53681 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Bhd. Tampa FL 33610 Daft: June 22,2018 WARNING • Verily design parameters and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PAGE 1111167173 rsv, 1603/2015 BEFORE USE. Design valid for use only wan MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a (fuss system. Before use. the building designer must venty the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated I$ to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the istincatlon, storage• delivery, erection and bracing of trusses and truss systems. see ANSOVI7 Quality Criteria, OSS49 and SCSI Building Component 6W4 Parke East BlvdSafetyInformationavailablefromTrussPlateInside. 218 N Lee Street. Suds 31 Z Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply IParkSqHmfrribeca- 1986-A T14370952 P1986A_2087 F1A FLOOR TRUSS 5 1 Job Reference(optional) mia-rionaa Lumber. Marlow• r1 e.lau s mar I I zutd Nil I eK maustnes, me rn dun as uo.vn..xl cu io rage I 10:3zzrE5595gHBgKdROwR6OYzkwee-GzEel44kL89uxAP4Di6KSL3LTDIsyyzP O75sOz3p9V 0.1.8 , e H I 17- I Of4 O S e.IW=1' 4x4 = tx3 Ix3 = 1X3 II 1 2 3 4 5 34 33 32 31 30 29 28 27 1.Sx4 11 4x4 = 3x6 MT20HS FP = 34 MT20HS = 1 5x4 II 1.50 II SIB = 4x6 = 8 7 8 9 10 26 25 24 23 44 = 4x4 = 3x6 MT20KS = tx3 II 34 MT20HS FP = 11 12 13 14 15 22 21 20 3xB MT20HS = 16-3-4 16-1.12 11.7.5 1.1a12 1-}0 1.3A -a 11-7.8 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 400 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0 30 26-27 >632 360 TCDL 10.0 Lumber DOL 100 BC 0.78 Vert(CT) -0.42 26-27 >459 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.04 18 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD 1-12 2x4 SP DSS(flat) BOT CHORD 2x4 SP No 2(flat) 'Except' BOT CHORD 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=176810-8-0 Max Grav 32=819(LC 3), 18=590(LC 4). 24=1768(LC 1) FORCES. (III) - 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=0/1263, 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 =0/1 489, 29-30=0/2277, 27-29=0/2543, 26.27=0/2188, 25.26=88/1390. 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=011049. 2-31=-997/0,2-30=0/572, 3-30= 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=0/928, 9-24=1371/0, 9-25=0/1706, 8-25= 802/0 3x4 = tx3 = tx3 16 17 35 lP 19 18 3x4 = tx3 II PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 150 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 cc purlins. except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 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 3x3 MT20 unless otherwise indicated. 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 O WARNING - Vorfly design parameters and READ NOTES ON TMS AND INCLUDED MTEK REFERENCE PAGE M -7473 row. 1010=015 BEFORE USE. Design valid for use only with MiTek® connector This design is based only upon parameters shown, and is for an indMdual building component, not a truss system. Before use, the building designer must verity the applicability of design parameter and property incorporate this design into me overall budding design Bracing indicated Is to prevent buckling of individual tens web and/or criofd member only Additional temporary and permanent bracing is always required tot 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 ANSVTP11 Quality Criteria. OSS-89 and SCSI Building Component Safety Intonnatlon available from Truss Piste Institute. 218 N. Lee Street. Suite 31Z 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 MiTak USA, Inc. FL Cert 66U 6904 Parka East Blvd. Tampa FL 33610 Dam: June 22, 2018 awwa vet MiTek' 6904 Parke Fast Blvd. Tampa. FL 36610 Job Truss Truss Type Qty Ply Park Sq Hrt1/Tnbeca-198E-A T14370953 P1986A_2087 f18 GABLE 1 1 Referencea Mrv-rrvnva LUMUCr, CaRtTN, rt-. D-ks o wv s Mar i i cv 10 Mt t CA mvasates, IM. ry aun cc vo " j i zu to raga I 10:3zzrE5595gHBgKdROwR6OYikwee-k9o0EQ4N6SIlYK GnPdZhZchvdHBhbQZC2seOrc3p9U o-ke Scale n 1.45.8 I I I I I I I I I I I I I I I I I I I I I,' 12.11.4 14.3.4 15-7.4 1.4-0 1.4-0 1.3.4 o-a1z 4 6 0. - 2 1.4-0 a7-e 1-z-4 4 - - -4 I.4-0 I.4.0 1.4.0 1.4-0 1-0 I-0 11.4 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 40 0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 003 Horz(CT) 0.00 25 n/a We BCOL 5.0 Code FBC2017fTP12014 Matnx-R Weight. 123 lb FT = 201/61F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc: purtins, BOT CHORD 2x4 SP No.2(8at) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(nat) REACTIONS. All bearings 28-6-8 lb) - Max Grav All reactions 250 Ib or less at joint(s) 48, 26, 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 tx3 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 a diagonal web) 4) Gable studs spaced at 1-" oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 MiTsk USA, Inc. FL Cart 6634 6904 Parke East Bhd. Tampa FL 33610 Oau: June 22,2018 0 WARNING • Verify design paramoton and READ NOTES ON 1NIS AND INCLUDED d6TEX REFERENCE PAGE Ma7472 row. 16Na/20/S BEFORE USE. Design valkl for use only, wdh MITek® connectors This design is based only upon parameters shown, and is for an Indlwdual butiaing component. not a truss system. Before use, the budding designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing indicated is to prevent buckling of individual was web and/or Gard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and a prevent collapse with possible personal Injury and property damage. For general guidance regarding ina fabrication, savage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, OSS419 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314 Tampa, FL 36610 a Job Truss Truss Type Oty Ply Park Sq Hmlrribeca-1986-A I T14370954 P1986A 2087 F2 FLOOR TRUSS 1 1 b Reference (ootionall mia-rtanaa Lumoer, isanow, rL 0-1-8 H a.Idu s mar it zuta Nti i eK mausines, mc. rn dun zz ub:44:ds zuia rage I 10:3zzrE5595gHBgKdROwR6OYzkwee-gXwm'66de3YTod7fuggtm hy6Qgg9QOsgLLrljz3p9S 1.7.1 0 Ix3 II Ix3 11 Ix3 II 3x8 = 3 4 5 6 7 8 9 10 11 3x6 FP = tx3 11 12 13 14 15 a 1/4•=1' 1x3 = 11r3 = 16 17 36 32 31 37 30 3829 28 27 26 25 24 23 22 39 2140 20 41 19 18 1x3 II 34 = 3x6 FP = 111 = 3x6 = 1x3 II 12$14 14.1.12 944 11.9.0 134-4 16.10.12 21.11.0 1 4-00 6$0 7.10.8 11.7.E 11- 12 1 1 154-4 616. 1-a 16+-12 2a9.4 1.4- 24$6 --8 zs$6 6. 0 14. 0 24.0 24A 1.44 1 2.7.4 9.14 7- 1.4-8 94 2512 1-9 1 2.7.6 2t 144 04. 14 0.1.4 0- 9.14 061. E 0.7.8 04.14 LOADING ( psi) SPACING- 1-7-3 CS1. DEFL. in (loc) Udell Ltd TCLL 40.0 Plate Grip DOL 1 00 TC 042 Vert(LL) 0 02 29-30 999 360 TCOL 10.0 Lumber DOL 1.00 BC 057 Vert(CT) 0.03 29-30 999 240 BCLL 0.0 Rep Stress Ina NO WB 0.32 Horz(CT) 0.01 18 n/a n/a BCOL 5.0 Code FBC20171TP12014 Matnx-S LUMBER- BRACING- PLATES GRIP MT20 244/190 Weight. 150 lb FT - 20%F, 11 %E 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 6-0-0 oc bracing. REACTIONS. All bearings 12-10-0 except (jt=length) 32=0-7-4, 18=0.7-4. lb) - Max Uplrft All uplift 100 Ib or less at joint(s) 26, 23 Max Grav All reactions 250lb or less at joint(s) 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. ( Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown TOP 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=0/381, 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, 15-21-733/0, 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 Ib 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 Ib down at 2-1-0, 121 Ib down at 4-1-0, 121 Ib down at 6-1-8, 196 Ib down at 19-3-0. 196 lb down at 20-541, 196 Ib down at 22.5-8, and 196 Ib down at This item has been 24- 5-8, and 196 Ib down at 26-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of electronically signed and Diners. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). sealed b Magid, Michael, PE ygusing a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 document are not considered Undone Loads signed and sealed and the Vert: 18-38-32=-8, 1-17=80 Concentrated Loads (lb) signature_must be verified 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) on any electronic copies. Michael S. Magid PE No.53681 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd Tampa FL 33610 Dab: June 22,2018 O WARNING - Vw* doslgn paramolors and READ NOTES ON rmS AND INCLUDED OTEK REFERENCE PAGE 1AX7472 rov. 10/0140/5 BEFORE USE. Design valid for use "with MlTeltm Connectors. This design is based only upon parameters shown, and is for an individual budding component, no a truss system. Before use, me budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall budding design Brating indicated Is to prevent buckling of Individual truss web andlof chord members only. Additional temporary and permanent orating M iTek' isalwaysrequiredMrstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingmefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Oualtty Criteria, OSB419 and SCSI Building Component 690s Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hrrt/Tribeca-1986-A T14370955IP1986A_2087 F3 ROOF TRUSS 3 1 o Reference(opflonall Mid-FlOnda Lumber, tianOw, 1-L. 3.130 s Mar 11 2019 Mi lek Indtlstnes, Inc. Fn Jun 22 06:44:33 201U Page 1 10:3zzrE55SSgHBgKdROwR6OYzkwee-gXvrtd66de3YTod7fuggtm h1SOy29VTsgLLITIz3p9S 1-3-0 a.0 . 1 3x3 = 2 14 II 3 lx3 II 43x3 = Scale = 1,9 4 6 ix3 II 3)0 = 7 6 34 = 5 LOADING (psf) TCLL 40.0 TCOL 10.0 BCLL 00 BCOL 5.0 SPACING- 14-0 Plate Grip DOL 100 Lumber DOL 100 Rep Stress Ina YES Code FBC2017lrPI2014 CSI. TC 008 BC 0.05 WB 0.06 Matrix-S DEFL. in Vert(LL) -0 00 Vert(CT) -0 00 Horz(CT) 000 loc) Vdefl Ud 7 >999 360 7 >999 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, BOT CHORD 2x4 SP No.2(8at) except end vertirals. WEBS 2x4 SP No.3(Ilat) 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 (lb) or less except when shown. NOTES- 1) Unbalanced Boor 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 13V X X) 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.53661 MiTak USA, Inc. FL Cart KU 6904 Parke East Blvd. Tampa FL 33610 Oab: June 22,2018 AWARNING • Verify design pararnetars end READ NOTES ON T)OS AND INCLUDED MITEK REFERENCE PAGE 11,1067473 ray. 1dOM015 BEFORE USE. Design valid for use only with MITak® connecmrs. This design Is based only upon parameters shown• and is for an Individual budNng component. not a truss system Before use. the budding designer must veiny the applicability of design parameters and propeny rrteoMotate this design into the overall bueding design 81110119 indicated is to prevent buWing of mdhAdual truss web and/or Nord members only Additional temporary trio permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection are bracing of trusses are truss systems, see ANSVTPN Quality Criteria, OS842 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 210 N. Lee Street. Suite 31 Z Aleandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply IParkSqHmfrribeca- 1986-A T14370956 P1986A 2087 F3A ROOF TRUSS 1 1Job Reference lootionall mIu-nunaa LYIOOer, oartow, rL e. Wu 3 mar I I Lino m1I ex InOUStneS, Inc rn Jun zz ut):V4:.14 Culo rage 1 rE5595ID:3zzHSgKdROwR6OYzkwee-8kT9tS7FPNgKOnirSYBGJBECKglwuy0?v751?9z3p9R 1- 3-0 aF _ 7.0_i 1 34 = 2 Ixt If 3 txt 11 43x3 = Scale = 1:9.4 8 14 II 3X3 = 3x1 = 1x3 II 1. 4-8 2-2-8 3.7.0 14- 8 0. f 0-0 14-8 LOADING ( psf) SPACING- 1-4-0 cSl. DEFL. in loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Ven(LL) 0.00 6 '"' 360 TCDL 10.0 Lumber DOL 1.00 Be 0.01 Ven(CT) 0.00 8 >999 240 BCLL 0.0 Rep Stress Incr YES WS 0.02 Horz(CT) 0.00 5 n/a n/a BCDL so Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings Mechanical. lb) - Max Grant All reactions 2501b or less at joint(s) 8, S. S. 7, 6 FORCES. ( lb) - Max. CompJMax 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.S3f161 MiTek USA, Inc. FL art 64U 69U Parke East Blvd. Tampa FL 33610 Dad: June 22,2018 AWARNING - Verify design patsmefas and READ NOTES ON TMS AND INCLUDED AUTEK REFERENCE PAGE Mll-7473 rev. 1N03401S BEFORE USE. Design valid for use only with MReka® connectors. This design Is based only upon parameters shown, and Is for an indMdual building component, not a truss system Before use, the budding designer must vent' the opplicabdity, of design parameters and property Incorporate this design Into Me oveno budding design. Bracing indicated Is to prevent buckling of Individual buaa web and/or Chord members only. Additional temporary and permanent bracing M iTek' isswaysrequiredforStabilityandtopreventCollapsewithpossiblepersonalInprryandpropertydamage. For general guidance regarding me fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality CAtarla, OSS42 and SCSI Building Component Safety Information available Item Titus Plata Institute. 218 N. Lee Street, Suite 31Z Alexandria, VA 22a14. 69" Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Tribeca- 1986-A T14370957IP1986A2087F5ROOFTRUSS51 Job Referena t a mta-rionaa Lumber, taianow, rL. u 8 0. IJU s mar i i ICU to Mi i etc ibuusates. Im. rn Jun [L vo;":JD 4U to rage i ID:3zzrE 559SgHBgKdROwR6OYzkwee-cwt X4o7 WgaB t xH t OFYsPnMKEdzdOL87fgsXcz3pSO 1-3-0 0-10-0 3x3 = 2 tx3i11 3 1x3 II 43x3 = Scale = 1.9.4 1x3 II tx3 II 14-0 2.5.8 3.10-0 1.4.8 t-1-0 1-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.00 7 999 360 TCOL 10.0 Lumber DOL 1.00 BC 0.08 Ven(CT) 0.00 7 999 240 8CLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 23 lb FT = 20%F, 11%E TOP CHORD 2x4 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 10-0-0 oc bracing. REACTIONS. (lb/size) 8=204/0-4-0, 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 104-0 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. O WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED AUTEX REFERENCE PAGE N/F7473 MV. Io412/201S BEFORE USE. Oesign valid for use Doty with Mrreta® connectors. This design is based only upon parameters shown, and Is for an individual budding component. not a truss system. Before use, the budding designer must van* the applicability of design parameters and property Incorporate Nis design into the overall budding it sign. Bracing indicated is to prevent bucttlirg of individual truss web and/or chord members only. Additional temporary and permanent Writing is always required for stability and to prdvem collapse with possible personal injury and property damage. forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and was systems, see ANSVTPII Quality Criteria, OS849 and SCSI Building Component Safety Information available Dom 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 MiTalt USA, Inc. FL Cott 6634 6904 Parke East BIvdlTampa FL 33610 Due: i June 22,2018 Nit i M! Tek' 6904 Parke East Blvd i Tampa. FL 36610 ! Job Truss Truss Type oty Park Sq Hn rnbeca-1986•A T14370958 P1986A 2087 F5A ROOF TRUSS 1 Ply 1 a 1 3x3 = o. wu s mar I I w n o mn n ex utausules, atc. r n run [a uo:gvsa a w rage I 10:3.rE5595gH4KdRO.R60Y2kwee-cw1 X4o7tPgoB 1 xH 1OFYsPnMaEe5dPS87fgsXa3p90 2 ix3 II 3 tx3 II 43X3 = Scale - 1.9.4 8 7 8 5 1x3 II 34 = 3X3 = ix3 11 14-8 2.5A 3-10-0 14-8 1-1-0 1.4•B LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.10 Ven(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 Sc 0.01 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 BCOL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 23lb FT a 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, SOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid calling 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, S. 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.S3661 MiTek USA, Inc. FL Cart 6634 6604 Parke East Stud. Tampa FL 33610 Dam: June 22,2018 WARNING • VWW design parameters and READ NOTES ON TN$ AND INCLUDED NTEK REFERENCE PAGE N1167473 tov. M0341015 BEFORE USE. aswe Design valid nor use only with MITak® connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system. 8e1oro use, the balding designer must vent' the applicability of design parameters end property Incorporate this design into the overall budding design. Bracing indicated Is to prevent buckling of u divldwl Me web endfor chard members only Additional temporary and permanent bracing MiTekIsa -go 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 ANSUTPtt Quality Criteria. OSS49 and BC51 Building Component Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 6904 Parke Fast Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/rnbeca-1986-A T14370959 P1986A 2087 F6 ROOF TRUSSI11 all Mid-l=lonaa Lumber, eanow, t-L. is isu s Mar i i zuln MI i ex maustnes, inc. t-n dun zz uo.44 so zuia rage i 10:3zzrE5595gHBgKdROwR6OYzkwee-46bvH88Vx w1f5sFZy0kOcJSYe ZMsCIMJaP42z3p9P Scale = 1 16 5 3x3 = lx3 II 34 = 316 = 1 3x6 — 2 3 4 5 At 10 9 6 7 6 3x3 II 3x3 = lx3 II 3x3 = 3x3 = 3x3 11 9-0-0 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Ven(LL) n/a n/a 999 MT20 244/190 TCOL 100 Lumber DOL 1.00 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES W8 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 49 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-0-0 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 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=265/0 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.53661 MiTek USA. Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date. June 22,2018 A WARNING • Via* design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MX7473 rov. f4OW013 BEFORE USE. aaaaae Design valid for use only with MlTek& connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and properly Incorporate this design into the overdid budding design. Bracing indicated is to prevent biSWing of individual togs web andiar chord members only. Additional temporary and permanent bracing M iTek' Is always required for $Mbddy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss Systems, see ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available tram Truss Plate Institute, 218 N. Lea Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HffVTribeca-1986-A T14370960 P 1986A 2087 FT2 ROOF TRUSS' 1 b o do at Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Jun 22 06:44:38 2018 Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-1 VjripAmSbAluPOchNFCT 1 PpBRWkgbSbpd3W8x z3p9N 2$-11 4.11-10 74-9 9.114 2$ t t 24-15 24-15 2-6-t 1 1 64 = 1.5x4 II 2 4x6 = 3 I SO II 4 6xe 5 10 6 3x4 II 3x4 II 2$11 4-11-10 74.9 9.114 1A11 7-4 1A11 LOADING (psi) SPACING- 1-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 TCOL 10.0 Lumber OOL 1.00 BC 0.65 BCLL 00 Rep Stress Incr NO WB 0.72 BCOL 5.0 Code FBC2017rrPI2014 Matnx-S Scale = 1,18 4 OEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.06 8 >999 360 MT20 244/190 Ven(CT) .0.09 8 >999 240 Horz(CT) 0.01 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=1690/0-4-0, 6=1733/0-7-4 Max Uplift 10=-459(LC 4), 6=-459(LC 4) Weight: I I I lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=1499/410, 1-2=-3002/801, 2-3=-3002/801, 34=30521801, 4-5=3052/801, 5-6=1518/410 BOT CHORD 9-10=71/258, 8-9=1128/4278, 7-8=-1128/4278, 6-7=71/264 WEBS 1-9=786/2954, 2-9=781/234, 3-9=1450/352, 3-8=22/356, 3-7=1319/352, 4-7=778/234, 5.7=-786/3010 NOTES- 1) 2-pry truss to be connected together with 10d (0.131"0") 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-" 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=15ft; Cat. II; Exp B. Encl., GCp1=0.18: MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) n/a 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 lb uplift at joint 10 and 459 lb uplift at joint 6. 9) Girder carries tie-in span(s): 7-0-0 from 0.0-0 to 9-11-4 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 lb down at 3-9-12. 123 lb down at 5-10-4. 123 lb 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 down at 7-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 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. Alagid PE No.53661 MiTek USA, Inc. FL can 6634 6904 Parke East Blvd. Tampa FL 33610 Data: June 22,2018 Q WARNING • VorNy dmlgn paramerars and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PACE 0110•7473 rov. fNa3/2013 BEfORE USE. Design valid for use only with MrrekO connectors This design Is based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the budding designer must verity the applkabrbty of design parameters and property incorporate this design into the avers" budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' is atways 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 are visa systems, see ANSIRPIt Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suns 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnVTnbeca-1986-A T14370960 P1986A 2087 FT2 ROOF TRUSS 1 I job Reference (optional) Mid-Flonda Lumber, UartOW. I-L. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert 1-5=330, 6-10-5 Concentrated Loads (lb) Vert. 6=9(F) 11=62(F=31, B-31) 12=62(F=31, B=31) 13-62(F-31, 8=31) a.1Ju s Mar 11 duia MI1eK industries, inc: Fn Jun LL u0:4q:Ja Lula rage z ID 3zzrE5595gHBgKdROWR6OYzkwee-1VlfipAmSbAIuPOdiNFCT1PpORWkgbSbpd3W8ta3p9N 0 WARNING - Verily, destgn parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 111010•7473 ray. la*=Ots BEFORE USE. Design valid for use only with MfTek* connectors This design Is based only upon parameters shown, and is for an individual budding component, not - a was system. Before use, the budding designer must venty the applicability, of design parameters and property incorporate this design into the overall budding design Booing Indicated is to prevent Duckling of individual truss web and/or Chard members only. Additional temporary and permanent bractng M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fatmwion, storage, delMery, erection and bracing of trusses and truss systems. see ANSUTPIt Quality Criteria, OSS41 and SCSI Building Component SSW Parka East Blvd Safety Information available from Tens Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HMTnbeca-1986•A T14370961 P1986A_2087 J3 JACK 3 1 ob a t'o al Mid-Flodda Lumber, Bartow, FL. 6.130 s Mar 11 2018 Mi rek Industries, Inc. Fri Jun 22 06:44:38 2018 Page 1 10.3zzrE5595gHBgKdROwR6OYzkwee-1 VjrtpAmSbAIuPOchNFCT 1 PtzRfngmebpd3W8xz3p9N t-0 0 3-0-0 t-0 0 3-0-0 Scale' 1 =V 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCOL 100 Lumber OOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a SCOL 10.0 Code FBC2017fTP12014 Matnx-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 or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=7 1 /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 1), 4=52(LC 3) FORCES. (lb) - Max CompJMax. Ten - All fors 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=3.Opsf; h=25ff; Cat. II; Exp B; Encl , GCpi=O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 24-0, Interior(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 W.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 No.S3661 MiTek USA, Inc. FL Can 66U 6904 Puke East Stvd. Tampa FL 33610 Data: June 22,2018 QWARN/NG • VarNy, design paramours and READ NOTES ON T1eS AND INCLUDED MITEK REFERENCE PAGE Ma•7473 rev. ION3/20/5 BEFORE USE. valid rat use only with Mrrek® connectors This design is based only upon parameters shown, and a far an Individual budding component, not Hitatrusssystem. Before use, in* budding designer must verity the applicability of design parameters and property Incorporate this design Into the overact budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brwmq M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and visa systems, sae ANSUTPI1 Quality Criteria, OSS419 and SCSI Building Component 6904 Parke Fast Shd Safety Information available from Truss Plata Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/rribeca-1986-A 1 T14370962 P1986A_2087 J5 JACK 9 1 Job Referenceouoa Mtd-Flodda Lumber, Bartow. FL. 8.130 s Mar 112018 MTek Industries. Inc. Fri Jun 22 06:44:39 2018 Page 1 10.3zzrE5595gHBgKdROwR6OYzkwee-VhG2w9AOD,AcVvYbpF5nROFx 6ry620uk2Ho3hNz3p9M 1-0-0 5-0-0 2x4 = 5-0.0 Scale = 1,17.0 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udeg Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 125 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 , 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCOL 10.0 Code FBC2017fTPI2014 Matrix -MP Weight: 18 lb FT = 20"/6 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-4-0. 4=64/Mechanical Max Harz 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 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7.10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; Cat II; Exp B; Encl , GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2. )-0. Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces E 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. kbgid PE No.53661 MiTek USA, Inc. FL Cart 66U 6904 Parke East Shtl Tampa FL 33610 Dab: June 22,2018 WARNING • Verify atoWgn parameters and READ NOTES ON THIS AND INCLUDED NI rEK REFERENCE PAGE NO-7477 tuv. 141NY2015 BEFORE USE. Design valid for use onlywith Mrreli®conneelors. This design a based only upon parameters Shawn, and b reran individual budding component, not a truss "am Before use. the budding designer must venly, the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of MOvidual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonaliryuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, a" ANSUTPI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Saraty Information available tram Truss Plate Institute, 218 N. Lee Street, Suns 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Dry Ply IPa( kSqHffVTnbeca-1986-A T14370963 P1986A_2087 J7 JACK 14 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Jun 22 06 44 40 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-zugO7VB0 DOT&A?oolgZSU4uFDylg8uHxYdDpz3p9L t-0-0 7." 1-0-0 7." 3x4 = 7." Scale c 1:21.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.70 Vert(LL) 0.14 4-7 >680 240 MT20 244/190 TCOL 100 Lumber DOL 1 25 SC 0.54 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 000 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matnx-MP Weight, 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 80T 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: Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; SCDL=3.Opsf; h=25ft: Cat. II; Exp 8; Encl.. GCpi=0.18. MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-G-0. Interior(1) 2-0.0 to 6-11-4 zone;C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL=1.60 plate gnp 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 nit 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 beanng 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 S. Magid PE No.53681 MiTak USA, Inc. FL Cart 66U 6804 Parka East Blvd. Tampa FL 33610 Dab: June 22,2018 AWARNING . Vartfy design pammeters and READ NOTES ON THIS AND INCLUDED NTEK REFERENCE PAGE N1167472 rev. IOM312015 BEFORE USE. Design valid for use only with Mrrek® connectors This design Is baud only upon parameters shown, and Is for an Individual budding component. not a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design Imo the overall budding design. Braung Indicated Is to prevent buckling of Individual teas web and/or chord members only. Additional temporary and permanent bracing M iTe k' a always required for slabdnty and to prevent Collapse with poasnbde personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bractng of trusses and Coss systems, see ANSIrrP11 Quality Criteria. OSS49 and SCSI Building Component 6604 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 31Z Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/rribeca-1986-A T14370964 P1986A_2087 KJ3 JACK 2 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Jun 22 06:44:41 2018 Page I ID•3zzrE5595gHBgKdROwR6OYzkwee-R4OoLrCelWYKIskBMWpv5glMBffml7O1 WbHAIFz3p9K 1-5-0 4-2-15 1.5-0 4-2.15 20 = 4-2-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d TCLL 20.0 Plate Grip DOL 125 TC 022 Vert(LL) 002 4-7 999 240 TCOL 10.0 Lumber DOL 125 BC 018 Vert(CT) 0.03 4-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 Iva n/a BCOL 10.0 Code FBC2017frP12014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 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 Grav 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 Scale: I'm V PLATES GRIP MT20 244/190 Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling direly 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=15ft; Cat. II; 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 lb 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 (B). LOAD CASE(S) Standard 1) Dead t Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads cam Vert, 1-3=60, 4-5=20 Concentrated Loads (lb) Vert- 9=7(F=4, B=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. Michad S. Magid PE No.S3661 MiTak USA, Inc. FL Cart 46U 6904 Parts East Blvd. Tampa FL 33610 Dm: June 22,2018 0 WARNING - VorNy doslgn parameters and READ NOTES ON IMS AND INCLUDED a07EX REFERENCE PACE 111147473 tw. IdAW01S BEFORE USE. Design valid for use only with MITehA connectors This design is based only upon parameters drown, and Is roc an Individual budding component, no a truss system. Before use, the budding designer must vent' Ne applicability of design parameters and property Incorporate this design Into the overall budding design. Bracing indicated is to prevent buckling of individual truss web anmar chord members only. Additional temporary and permanent btaurg M iTek' is always requited 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 ANSUTPII Quality Criteria. 03849 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 Truss Type Oty Ply Park Sq Hm/rnbeca-1986-A T14370965 P1986A 2087 KJ5 JACK 4 1 I Mid -Florida Lumber, Bartow, FL 8 130 s Mar 11 2018 MiTek Industries, Inc. Fn Jun 22 06:44,42 201a Page 1 10:3zzrE5595gHBgKdROwR6OYzkwee-vGyAYBDGWggBNOJOwDK8etZOt2uVmZdAkF IlHiz3p9J 1-5-0 7.0-14 1-5 0 7-0-14 30 = LOADING (psq SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.15 4-7 545 240 TCDL 10.0 Lumber OOL 1.25 BC 060 Vert(CT) 0.25 4-7 336 180 SCLL 00 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matnx-MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No 2 BOT CHORD REACTIONS. (lb/size) 3=183/Mechanical, 2=374/0.6-7, 4=97/Mechanical Max Horz 2-141(LC 22) Max Uplift 3=120(1.0 8), 2=177(1.0 4), 4=17(LC 8) Max Grav 3=183(LC 1), 2=374(LC 1), 4=130(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale 2 1.16.7 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 200/t Structural wood sheathing directly applied or 6.0-0 oc purlins. Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCOL=3.Opsf; h=25ft, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate gnp 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 120 lb uplift at joint 3, 177 lb uplift at joint 2 and 17 lb uplift at joint 4 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb 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 45 lb 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 lb up at 1-6-12, 10 lb down and 5 lb up at 1-6-12, and 23 Ib down and 13 lb 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 (8). LOAD CASE(S) Standard 1) Dead +• Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert, 1-3=60, 4-5=20 Concentrated Loads (lb) Vert: 10=7(F=4, B=4) 11=16(F=B, B=8) 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 Parka East Blvd. Tampa FL 33610 Oaa: June 22,2018 WARNING - VaUy design paramarars and READ NOTES ON TIOS AND INCLUDED MREK REFERENCE PAGE M I-7473 rov. 100OZ2015 BEFORE USE. Design valid for use only with MiTek* connectors This design Is based only upon parameters shown, and Is loran individual budding component, not a truss "am. Before use, one budding designer must verify the applicability of design parameters and property InCorporate this design into the overall budding design Bracing indicated is to prevent buckling of indMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTekIsalwaysrequiredfarstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, traction and bracing of tlUsses and truss systems, See ANSVTPII Quality Criteria, OSB-a9 and SCSI Building Component 6904 Parise Fast Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suds 31 Z Alexandria, VA 22314. Tampa, FL 36610 0 Job Truss Truss Type oty Ply Park Sq HrNTribeca1986-A T14370966 P1986A_2087 KJ7 JACK 3 1 all Mid -Florida Lumber, Bartow, FL a 1JU s Mar 11 ZUItS MI Ieii Industries, Inc. hn Jun ZZ Ub:44:4J Zulu rage I ID:3zzrE5595gHBgKdROwR6OYzkwee•NTVWIXEuH8o29AuaUxrNA56gCSHLVxDKzvmHgSz3p91 1.5-0 5.2.5 9-10.13 1-10 5.2-5 44-8 Scale = 1.22 5 2x4 = 1.5x4 II 5 3x4 = 5-2.5 54-5 9.10-13 4-8-8 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip OOL 1.25 TC 0.38 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCOL 100 Lumber DOL 125 BC 0.43 Vert(CT) -0.07 6-7 >999 ISO BCLL 00 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly 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) 4=128/Mechanical, 2=511/0.6-6, 5=328/Mechanical Max Horz 2=186(LC 4) Max Uplift 4=99(1-C 4). 2=221(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=0/275, 3-6-7691364 NOTES- 1) Wind. ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp 8; Encl., GCpi=0.18, MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate grip DOL=1.60 2) n/a 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 4, 221 lb uplift at joint 2 and 120 lb uplift at joint S. 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 This item has been 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. -12, and 27 lb down and electronically signed and 77 lb up at 7-2-11. and 271b down and 77(b up at 7-2-11 on top chord, and 2 Ib up at 1-6.12. 2 lb up at 1-6-12, 5 lb down at sealed b Magid, Michael, PEyg4-4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11. and 20 lb down at 7-2-11 on bottom chord. The design/selection of such Digital Signature. connection device(s) is the responsibility of others. Using a 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Printed Copies Of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 SIg nature must be verifiedUniformLoads (ply Vert: 1-4=60, 5-8=20 on any electronic copies. Concentrated Loads (lb) Michael S. Magid PE No.53661 Vert: 13-53(F-27, B-27) 14=4(F=2, 8=2) 15=1O(F=5, 8=5) 16=35(F=17. B=17) MiTak USA, Inc. FL Cott6634 6904 Parke East Bhd. Tampa FL 33610 Data: June 22,2018 QWARNING - Varify design paramators Wd READ NOTES ON 178S AND INCLUDED AOTEK REFERENCE PAGE Ma-7472 ~. 10NJ/2013 BEFORE USE. Design valid for use only with MfTek® connectors. This design is based only upon parameters shown, and Is for an Individual budding component, rto4 a truss "am. Before use, the budding designer must verity the appli ablaty of design parameters and property incorporate this design into the overall building design. Bratlng Indicated Is to prevent buckling of Individual truss web andfor chord members only Additional temporary and permanent bracing M Tek' Is akvays required fat 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 ANSUM11 Quality criteria, OSB49 and SCSI Building Component 6904 parka East Blvd, Safety Information available from Truss Plate Insidule, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmfTribeca-1986-A T14370967 P1986A 2087 MG1 JACK 1 1 Job Reference Mid-Flonda Lumber, Banow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Jun 22 06:44:44 2018 Page 1 10:3zzrE5595gH8gKdROwR6OYzkwee-d4xztEW2RwvcKTm 1 eMglftdsbHEOFTCZWgMaz3p9H 3.7.8 743-0 3.7-8 3.4-8 4x4 = 3x8 II 4 3.7.8 7-0.0 3-7.8 3-4-8 Plate Offsets (X Y)— f 1.0-2.0 Edg_el LOADING (psi) SPACING- 1-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 021 TCDL 10.0 Lumber DOL 1.25 8C 0.52 BCLL 0.0 Rep Stress Incr NO WB 038 BCDL 100 Code FBC2017/TPI2014 Matrix -MP 04 = OEFL. in (loc) Udell Ud PLATES GRIP Ven(LL) -0 02 5-7 >999 240 MT20 244/190 Vert(CT) -0.04 5-7 >999 180 Horz(CT) 001 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=971/0-", 4=786/Mechanical Max Horz 1=77(LC 8) Max Uplrft 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=12061356 BOT CHORD 1-5=-375/1079, 4-5=-375/1079 WEBS 2-5=2961989.2-4=12301427 Scale ifrzv Weight: 40 lb FT = 20% Structural wood sheathing directly applied or 5-1-8 oc punrns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip OOL=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 beanng 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 of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plf) Ven: 1-3-30, 1-4=10 Concentrated Loads (lb) Vert: 7=494(F) 8--494(F) 9=494(F) 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. Michad S. Magid PE No.53681 MiTdt USA, Inc. FL Cart 6634 6964 Parlor East ShId. Tamps FL 33610 Data: June 22,2018 AWARN/NG - Verify design paramarara and READ NOTES ON THIS AND INCLUDED AaTEK REFERENCE PA E afll-703 rev. 100MOIS BEFORE USE. wawe Design valid for use only with sif ekfib connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not watrusssystemBeforeuse, the budding designer must verity the applicability at design parameters and property Incorporate this design into the overall budding design. Bradng Indicated is to prevent buCxiing of Individual bust web and/or chord members only. Additional temporary and permanent bracing inn iTek' is always required for stability and to Prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, sae ANSUTPII Quality Criteria, OSS49 and SCSI Building Compendia 6904 Parke Fast Blvd. Safety Information mitable from Truss Plate Insuluie, 218 N. Lee Street, Suite 31Z Absandne, VA 22314. Tampa, FL 36610 Symbols Numbering System I 0 General Safety Notes 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. yT1fi' I For 4 x 2 orientation, locate plates 0- %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. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 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: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safely Information, 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 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved w MiTek 0 MiTek Engineering Reference Sheep Mll-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 SCSI 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6 Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIMPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non- structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified 13 Top chords must be sheathed or purlins provided at spacing indicated on design. 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16 Do not cut or alter truss member or plate without prior approval of an engineer 17. Install and bad 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 ANSUTPI 1 Duality Criteria w J O W 2 U C7 Z Q W Z O ~O ZZ Q w z O w U r w z O Z Tn O O JW Q O cavil o Q w C7 x z F- O w0 (l) m W OazQ C9 O O Z U w Wci Q Z N Z Z Z O w U c!1 W Q (q iiiaTn -J 0 0 Q j Z LL Q 12'- 0" alk 16-- 8" 31-1 GARAGE 101- 0" LE19-4" _I_, 9 4" 11 FIRST FLOOR 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2- c o 28'- 8" 12'- 8" 16% 0" I r APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 ConL Bandr— TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER i PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 / ITOP= 2x4 12 I 0 12 I 12" i . TRUSS END DETAIL J L 4 - HUS26 1- PLY HGR A L 11 - THA422 STRAP HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHOM UL9• 20.0 1 TOP GM LILB 400 BOTTOM OM M. 100 IBOTTOM WD DBRa 5.0 MTRL LORD (M) 400 ITOTfL LORD FW) 55.0 STRESS KOM. 1.25 1 STRESS INCRII M: 10 TIIIS TRIISS SYSTEM HRS GM EELS M WITH LM (El TM BY 1118 rFH WDW USU6 42 PSF TO' OQ(8 AID LOTD FM 38 P¢ BOTTOM OW 118Em LOO 0 MM FROM HURR M 03RM OTT. 11. 87(P. 8 MM T• 161 1986_2087 -A JPark Square Homes FMM- 17.31 O STUN O ENRIG Tribeca - A P1986A_2087 rNIA ` u-,aleax RECORD COPY City of Sanford Building and Fire .Prevention Product Approval Specification Form 1 8- 37 1.1 "0 Permit # tt ` ( SAAivpoj,) Project Location Address b h (. As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGO - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194:1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambndge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing 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 hir*0.%3 recrai tr Please Print) June 2014 r Florida Building Code Online https://Www.floridabudding.org/pr/pr app_dtl.aspx?param=wGEVX... W21.1 t ft• _ SCIS Home ! tag in USer Registatbn Hot Topics i submit SLad arge ! Stats a Faces Publications Fac staff BUS site Map lhks Search j F as Product Approval t. " ' USER: Public User ' XT^.a.J•r- evdua.eppcorALYeau ; Ettiduct srcPvpkatio25sa¢h > ApekaUDDAM > AppBotion oeaa FL 9 F1.8871-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 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 Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Fi.$871 R8 CO[ (b) Certificate of Indeoendence.2df Standard ASTM D1929 ASTM 02843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Year 1996 1999 2003 1998 2000 1995 1994 l of 4 4/15/2018, 4:47 PM Florida Building Code Online i 1 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param= GEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved I Summary of Produ AFL# --- j 8871.1 Florida Licensed Professional Engineer or Architect FL8871 RS Equiv (b) Equivalency of Standards.odf Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Model, Number or Name a. "ClassicCraft Rustic" Series Description - -- — — 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door '. I (X) - Inswing or Outswing Limits of Use installation Instructions Approved for use in HVHZ: Yes FL8871 R@ ILLb Inst 8871.1.pdf I Approved for use outside HVHZ: Yes Verified By'. Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes ` Design Pressure: N/A I Evaluation Reports j Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871 _]_pdf Ispecific Model and for any other additional use limitations Created by Independent Third Party: Yes and' installation Instructions. j 8871.2 1 b. "ClassicCraft' or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - lRustic" series inswing or Outswing Limits of Use Installation Instructions l Approved for use in HVHZ: Yes FL8871 R8 ll_(b) Inst 8871.2.pdf ! Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: YesIDesignPressure: N/A Evaluation Reports Other: See INST 6871.2 for Design Pressure Ratings by I EQ871 R8 AE (b) Eval 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 13'6 x 8'0 "Impact" Opaque Fiberglass Single Door with i Rustic" Series Sidelite (OX or XO) - Inswing or Outswing j limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL8871 R8 If (b) Inst 8871.3.odf Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes It Created by Independent Third Party: Yes IDesign Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R8 AE (bl Eval 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes t and installation Instructions. (For FlberClassic and 1 SmoothStar sidelites, this product approval requires the usel j of "Y' part numbers for these sidelites, which have been j stained or painted within six months of installation.) 8871.4 d. "ClassicCraft" or 'ClassicCraft i 3.6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic Series -- - Sidelites (OXO) - Inswing or Outswing - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) In 8871.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871-R8-AE-(b) Eval 8871.4.pdf specific Model and for any other additional use limitations Created by Independent Thfrd Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been 2 of 4 4/15/2018. 4:47 PM lorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... j stained or painted within six months of installation.) l 8871.5 e. "Fibertiassic" or "SmoothStar' Series r Limits of Use — — Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure- N/A Other. See INST 8871.5 for Design Pressure Ratings by 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - -- Inswing or Outswing Installation Instructions FL8871 R8 11 [b) Inst B87_5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports I_L$871 R8 AE (b) Ev_al 8871.S.odf I I specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation Instructions. 88 71.6 ! f. "FiberClassic" or "SmoothStar" 13'0 x 8'0 "impact" Opaque Fiberglass Single Door -with Series _— _ 4 Sidelite (OX or XO)_ Inswing or Outswing Limits of Use I Installation Instructions Approved for use in HVH2: Yes FL8871_RB Il (4Z)= Approved for use outside HVH2: Yes ( Verified By: Lyndon F. Schmidt, P.E..43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ! Evaluation Reports i Other: See INST 8871.6 for Design Pressure Ratings by ' FL8871 R8 AE (b)'Eval 8871,6_pdf I specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been 1 lrrstained or painted within six months of installation.) i 8871.7 g. "FiberClasslc" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series - --_-- - i Sideldes (OXO) - Inswing or Outswing 1 Limits of Use ' Installation Instructions Approved for use in HVH2: Yes FL8871 QS II (b) Inst 8871.7.pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 RB AE_(b) Eval 8871.7.gdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes I and Installation Instructions. (For FiberClassic and I SmoothStar sidelites, this product approval requires the use - I of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) j 8871.8 ! h. "FiberClassic", "SmoothStar", ClassicCrafr' or "ClassicCraft Rustic" Series i Limits of Use i Approved for use in HVH2: Yes Approved for use outside HVH2: 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. 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation Instructions FL8871 R8 11 (b) Inst 8871.8.od( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 RS AE_Lb) Eval 8871.8.pdj Created by Independent Third Party: Yes 887t.9 11. "FiberClassic", "SmoothStar", 16'0 x 8'0 "Impact' Opaque Fiberglass Double Door with 1 "ClassicCraft' or "ClasslcCraft Sldelites (OXXO) - Inswing or Outswing Rustic" Series i Limits.of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.9 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FlberClasslc 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.) Installation Instructions FL8871 R8 11 (b) Inst 8p71.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports - FL8871 R8 AE Lai Eval 8871.9.odf Created by Independent Third Party: Yes n—&- n— 3 of 4 4/15/2018, 4:47 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Contact Us :: 2601 tkar Storm Road. TAIAhassee F13= Phone: es0-4e7-1e24 The State of Fbrida is an AOVEED employer. Coavrbnt 2007-2013 State of Fbrtba.:: PMaev Statement :: ActessbBsv Statement :: Rehmd Smtement Under Florida taw, emal addresses are Public reOarM. Iryou do not want your e-mal address released in response to a pubac•rrecanls request, do not send electronic mail to the entity. Instead , correct the otltt7e oy phone or try traditional malL Ir YOU nave aruy 4Uealorseas . Pe Contact SS0.487.1395. -Pursuant to Section 455.275(1). Fonda Statutes, elrective October 1, 2012, licensees ioen 1 under Chapter 45S, F.S. must provide the Department with an emal address I they have one The ema s provided may be used for oQic61 communication wah'th a licensee. However emal addresses are public record. Q you do not wish to supply a personal adufresa, puma provide the Department with an email address which can be made avadable to the public. To determine if you are a licensee under Chapter 45S, F.S., please cC* b=. Product Approval Aaxphs: th Credit Card Safe' 4 of 4 , 4/15/2018.4:47 PM . THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR.. EDGERTDN, OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES 'IMPACT' I. This product has been evaluated and Is in compliance with the 6th Edillon 12017) Floddo Building Code 1FBC) structural requirements including the'Nigh Velocity Hurricane Zone" (HVHZ). 2. Product onchws shot be as listed and spaced as shown on details. Anchor embedment to base material sholl be beyond wall dressing or stucco. 3. When used In the'HVHP this product compiles with Section 1626 of the Florida Building Code and does not require on Impact resistant covering. 4. When used In areas outside of the'NVH7'requlring wind bome debris protection, this product complies with FBC Sections 1609.1.2 d R301.2.1.2 and does not require on Impact resistant covering. This product meets missile level'D- and Includes Wind Zone 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 d R301.2.1.11.' 5. For 2x slud homing construction, anchoring of these units shall be the some as that shown for 2x buck mosonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering onalysh by a licensed engineer or registered orchitect. 7. Oulswing configurations using cooslol $111 Item 04 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing conlgurotlons and outswing conBgurotions using sM item AS under the door do not meet the wafer Inflihollon requBements for ills *wHZ" and shall be Installed only In non-hobitable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less Ihon 4S degrees. TABLE OF CONIENIS SHEET 1 I DESCRIPTION 1 elevofiau, design enwes d general notes 2 Door panel details ISmooth 11o4 3 Door aneldetolls Rerclassic 4 Houhonlot cross mcibm 5 Vedlcol cross section 6 Buck and time - 2x buck mosorvy construction 7 Fame dnchonkl - IX buck mosonry consiructlon 8 1 B® of Motedals a Components 37.7S MAX FRAME WIDTH 36.00-MAX _...... III 1 PANEL WIDTH I z d U lu O OVERALL DESIGN•PRESSURE_(PSf) DOOR TYPE SWING FRAME:.: ' POSITIVE NEGATIVEDIMENSION. INSWING 37.75' x 98.00' 80.0 80.0 SMOOTH OUTSWING 37.75" x 96.S0' 80.0 80.0STAR INSWING 37.75" x 98.00' 80.0 s0.0 FIBER OUTSWING 37.75" x 96.SO• 80.0CLASSIC See Shoal 8 tot design Ixesuse Imllolions. C Ito lMa Br: OWS auc son LF4 FL-8871.5 rr I or 8 @ 41 EXTERIOR 47 PI I TYP. 4 CORNERS OF PANEL L DETAILA-A J MAIL A -A ponel foinfoicament INTERIOR I "\ HORUONTAL CROSS SECRON li T 4 N NOTE: WOOD DOOR COMPONENTS: PINE (SG >- 0.42) 9 EXTERIOR r1 0, oz a: INTERIOR eVERTICAL CROSS SECTION 66 67 d1 EXTERIOR 67 61 L DETAIL A -A J E ear c 00000000000000000000000000000000000000 000o'o0e 0000000000000o0000000000000000000000000000000 000000000 0 0.... 0...0.0 000000000000000000000000000000000000000000000000000uu DETAtt A•A P0' ielNorc . l HUM, 111 lill INTERIOR 1 HORIIOMTAL CROSS SECDON 3 Sol EOJ 4 O HINGE STI1F 28.86% OPEN AREA MAX. NOTE WOOD DOOR COMPONENTS: PINE )SG >- 0.42) fin R. A 2 r' u 8 EXTERIOR INTERIOR 2 VERTICAL CROSS SECnON 3 FL118;071.5 5IFS 0r I 1.1/4'MII B— ITY1.1 1 HORIIONfAI CROSS SEVION 4 ogo woY Inswlnp NTERIOR XTERIOR 4 9,vad 4cc 13 ec 9 WEE N j O O n fN^2 2 U OS 22 08 i w.c N.T.S. Dm sn OWS m' I.1J4'AAIN. ur. on LFS t NFwa a fIAB. )IYP.) L-8871.5 n mm 4 a_8_ EXTERIOR '-''#""` INTERIOR 1 VERACAL CROSS SECTION v its pp .,M - tnswl EXTERIOR 4 VERTICAL CROSS SECTION 5 ' Inswing conflgurotion see penerat notes. sheet 1I« g r water Infiltration requirements INTERIOR EXTERIOR INTERIOR 4 VERTiCAL CROSS SECTION 5 Shawn w/Ix sub buck EXTERIOR INTERIOR VERTICAL CROSS SECTION 5 se gemo' nwft na'% sheet I I., HrwalerNfltrotion requirements W $ is Q::• son INTERIOR EXTERIsrr* It uulV pp; 72 40 v mn' g n 10 ` 60 3 VERTTCAL CROSS SECTION Oulswing configuration g seegengirdenesheetIIfor11VHrwoler "'host requirerrrents INTERIOR EXTERIOR d VERTICAL CROSS SECTION 5 lleesgeerolmies. sheet I I« arwotetInfttrollon regrmements m N.T.S. L n: DWS rn VS um rroa FL— ee7t.s e le 7' MASONRY OPENING 7 4'-.1 - D ADS ABS tq 0 6 2X BUCK-,,., DUCKAHCHORING CONCRETE ANCHOR NOTES I. Concrete onchor locclions of the comers may be ocousted to mainfoln the min. edge dislonce to mortoF)olnls, 2. Concrete onchor locations noted osMAX. ON CENTER' must be ocifusted to mainfoln the min. edge distance to morforJoints, oddifflonal concrete anchors moy be required to ensure the MAX. ON CENTER' dimendon are not exceeded. 3. Concrete anchor table: N., r fdodo rTYP. t HEADS MASONRY OPENING l JAMBS IL C, FRAME-/ C; Ck: 2XBUCK Ir IL L to HINGE JAMB ANCHORING12X SWKE JAMS Z9 buck construction ANCHOR XNCHOR IN. 4 .. , - N E-' a SPNW'.' MIN: CLEARANCE jl.Aq XqEhll: EDMENT!, EDGE. nw 1/4' TAPCON ELCO 14* 4" ULTRACON41 W006 SCREW INSTALLATION i4OTES end distance, I I'O.C. SPOCing Of1. Maintain o rnbftum 5/8"age distance, I wood screws to prevent the SPUttliV of Wood. I — HINGE DETAIL LATCH A DEADBOLFWAll A. ............ te TYP. HEAD z MASONRY J,AMBS z OPENING 0 FRAME -e L o lXBUCK LATCH A DEADBOLT DETAIL z HINGE JAMB STRIKE JAMB CQNCRM ANCHOR 1401 I. c , . , locallum of Me caner maybe od)Wodto mohldn shomh ANCH0111140 W99MwIcconstfuction 12 ZLZ mortarlowiL 2, Coriaoracwtwiocanamnoted atMAX. ONCENTER' musiboousted to 12; m.*taln the rrh edge cWome to MOO-101hK oddftxil —to 0Wfw may beeqLftd 10 emg& the ?mx ON C&4W dimension am not exceeded. J. Con act& ancAw table: 12 92 S-.-Atj Wok— m M 5/22/08 nw /C TAPCON* MMSE DffAIL N. T.S. 5 DM oft Dws . TAFCON 3/16- oar rn 'LFS FL-8871.5 I. • and dis tonM I'0A SPaChO Of wood spewsto pfevint #0 Pl!ft Of woodslat_L try_10 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD ' C MAX. 1/4-SHIM SPACE WOOD D I /4' X 2-3/,('PFH ELCO OR ITW CONCRETE SCREW Sm E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16' X 3.1 If PFH ITW CONCRETE SCREW STEEL J 1 /4- X 33/4' PFH ITW CONCRETE SCREW STEEL L 10 X 2.1 /2' PFH WOOD SCREW LT. 15' MIN. EMBEDMENT) STEEL 1 INSWING ADJUSTABLE THRESHOLD AJ ALUM./WOOD 2 INSWINGTHRESHOLD L4300HP5 ALUM./COMP. 3 INSWING SELF ADJUST 1HERMAI BREAK THRESHOLD ISP30M ALUk/COMP. 4 OLITSWING COASTAL THRESHOLD ALUMJWOOD 5 OUTSWING STANDARD THRESHOLD AWWWOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG>=0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE Srm 12 10 X 3 4' PFH SCREW STEEL 13 ' 9 X 3' PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE Slffi 15 SECURITY STRIKE PLATE STEEL 16' 8 X 2-1/T PFH SCREW STEEL 17 ' 08 X 3/4' PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.0721 THK, (SMOOWSTARI Fy = 6.000 PSI MIN. FIBERGLASS 42 TOP RAIL ISMOOTH STAR COMP. 43 LOCK STILE ISMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023-THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.13T THK. FIBER C ICI Fy = 6,000 PSI MIN. FIBERGLASS ' 62 TOP RAIL (FIBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL 64 HINGE STILE IFIBER CLASSIC) WOOD 65 B0170M RAIL IFIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023' THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4.56' 9 e HEADJamb Ilr. r. _1 1 IRES D Uuwinp ad)Aftb SJ1T S O1D Ir-inp to 4 s.7s a 1 6 iMRFOulmhp r L outrAft cocain R 1D as en Dws kzj6 k"V cm se LFS MAX. DESIGN PRESSURE _ +/ 50 PSF 0M1 103 FL-8871.5 Sian a or 8 Florida Building Code Online t https://www.floridabu ilding.org/pr/pr._app_dti.aspx?param=wG EVX... SCES Home I Log in I User Regstratbn• I Hot Topic I Submit Sracnarge 1 Stats t1 Facts 1 Publications faC Staff I '8M Site Mao link Search r Product Approval Is uSEa: Pu00c User EW4L=Ap YAlMtftu > EM_UQor AQQj2jbn e=reh > 69p_kallon LN > Appnotion oerap. FL # f115332-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)36S-3300 Ext2560 bsidinger@miwd.com Authorized Signature Brent Sitiinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated' By Steven M. Urich, PE Validation Checklist - Hardcopy Received. Certificate of Independence f115_332 R4 CO[ FLCO[.odf Referenced. Standard and. Year (of Standard) Standard AAMA/WOMA/CSA 101/I:S.2/A440 Equivalence.of Product Standards Certified By Sections from the Code Year 2008 J 1. of 3 4/15/2018, 5:03 PM Florida Building Code Online hqs://www.floridabuilding.org/pr/pr_appjil.aspx?p'aram'=wGEVX.. Product, Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL >Y 115332.1 1 Method 1 Option 0 08/11/2017 08/13/2017 08/15/2017 10/10/2017 Model, Number or Name ' DesQiption SERIES 420 ALUMINUM, SGD i SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW IREINFORCED i Limits-of'Use Installation Instructions Approved for use in HVHZ: No ( FLIS332 R4 It 08-00500E.odf Approved for use outside HVHZ: Yes ! Verified By: Luis Roberto Lomas 62514 Impact Resistant: No l Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EU5132 R4 AE 510807D.oilf PRESSURE RATINGS —}-- Cre ated byy Independent Third Party: Yes 15332.2 !SERIES 420 ALl1MTNlJM SGD — GFRrIFGdinAIIIMINIIMGrr1rivYnYYOc"v9n" MnN_ Limits of Use Installation Instructions Approved for use in HVHZ: No I f115332 Rg [I OB-0049$E,pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 5L0805D.pof I PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 ISERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO— REINFORCED 1 14S-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No I FL15332 Ry—UQQ0.224$S_Idf Approved for use outside HVHZ: Yes 11 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 L15332 R4 AE 532968C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use i Approved for use in HVHZ: No I Approved for use outside HVHZ: Yes Impact Resistant: No 1 Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS ff15332.5 SERIES 420 ALUMINUM SGD REINFORCED 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 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO,'XX y 96"x96' Installation Instructions 1 FL15332 R4 LI 08-02249C.odf Verified. By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports 5332 RO AE S122969C.odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Installation Instructions EL15.332 R4 Il 0-02250C.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE S12970C.p Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 It 08-00499E odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes 2 of 3 4/15120 i 8, 5:03 PVI F1'orida.Building Code Online t https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... I Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN f5332 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Parry: Yes 15332.7 SERIES 420 REINFORCED - 1 SERI-j-ES 420 REINFORCED ALUMINUM SGD OXO 146"x96" I ALUMINUM SGO Limits of Use j Installation Instructions Approved for use in HVHZ: No FUS332 R4 It 08-0052jg.odf Approved for use outside HVHZ: Yes Impact Resistant: No- Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Design. Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports FL15332 R4 AE_$10808D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 I SERIES 430/440 ALUMINUM SGD SERIES 430/44C ALUMINUM SGO XXX 143"x80"'NON- I Limits of Use REINFORCED Installation Instructions 1 Approved for use in HVHZ: No ELL 5332 R4 II 08-0050f df Approved for use outside HVHZ: Yes j Verified By,: Luis Roberto Lomas 62514 Impact Resistant: No I Created by independent Third Party: Yes Design Pressure: N/A Evaluation. Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 5108090.odfkPRESSURERATINGSCreatedbyIndependentThird Party: Yes 15332.9 SERIES 430/440 REINFORCED JSERIES 430/440 REINFORCED ALUMINUM SGD XXX - ALUMINUM SGD - - 143'x96" Limits of Use. Installation Instructions Approved for use in HVHZ: No fL153.32 4 fi OS-00503E.odf IApprovedforuseoutsideHVHZ: 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 E41533 R4 AE 5t08100-,pdf PRESSURE RATINGS Created by Independent Third Party: Yes QatliCLUS :: 2601 alalr Story Read, IMAhassee a 12399 Phone: 850.487-1824, The State of Florida Is an AA/15BO employer Comrloet 00 -2ni 3 Mde of Florida-:: Macy Statement :: M :: ReAund Statement Under Florida law, email addresses are pubic records. R you do not want your e-mad address released in response to a pubdc•records request, do not send ekwoni: mad to this entity. instead, contact the ofnce by phone or by traditional mad. ff you have any Cuesstiorm. please contact 8S0.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, efrective Ormber 1, 2012. Ylnsees licensed under Chapter 4S5, F.S. must provide the Department wth ail email address if they have one. The emads provided may be used for of ical communication nth the licensee. Mowever email addresses are public record. IT you do not wt5h to supply a personal address, please provide the Department with an email address which can be made avadabk to the public To determine d you are a licensee under Chapter 45S, F.S., please lick b=. Produce Approval A®pts- FR ER Credit Card Safe 3 of'3 4/15/2018, 5:03 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS 7HE.RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF I/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 8. UNITS MUST BE- GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RA710 IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT IN70 SUBSTRATE WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD"— MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048- THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, 'PIX I TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS RErISJONS orscA r"M DIE APPROWO ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 06/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWSLLC 1RE1 0WWESTMARKETSTREET650 GRATZ, PA 17030 J\5 G N4•.d1 0 6 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES 0; BTAT E OF OFSS 0R%0> WAWW: owc N0: 08-02249 1141111111 10\` PLuisR. Lomas FL No.: as P.E. w rLtNTSo^tt 10/30/11 1 OF 10 L AWERTO LOWS AE 1432 NOODFORD RD LENISVHLE, NC 270t1 4 W-8811 M49 Wpd can I FT HE 6^ 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' D.C.. MAX r -1 6' MAX IAX L 17'• MAX O:C. 16" IAX AME IGHT 6^MAx 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 335.0PSF NONE SEE CNARTS if AND 02 FOR OTHER UNITS RATINGS NOTES., 1. MAXIMUM PANEL SIZE 48 1.4•x 95' 2 MAXIMUM D.L0.:44 S47'x 90S4T' FLAT AT 38 314. ON CENTER FROM PANEL BO AT EACH END OF PANEL BOTTOM RAILS AT ALL PANEL INTERLOCKS atasoN9 DL90MON Art IAPPaaVO ADDED FIANCE AND FIN INSTALLA7ON 12/iO/t3 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 00/21/17 R.L CHARTYI WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE mf)m 4 SI IFFT I Dssi n pressure chart Frame Snob FarW and TOM Frans V WN n)- 1 30.0 woo 30.0 72.00 1 42.o 04.00 410 98.00 Pos Neg PCs May Pos Meg Pos Neu tU 40 0 58.1 400 50.9 40.0 45.7 40.0 42.0 88.0 400 S6.2 40.0 4&0 40.0 4&D 39.4 39.4 9R0 00 52.+ 40.0 45.4 400 40.8 37.1 37.1 0 40.0 49.8 40.0 431 4 384 0 0 CHARTl2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOU/RED. SEE NOTE 9 SHEET T Deslgn ressure chart (Pso Frame SlnOb and Taal Frets VVM Ln) HNpla in) 80.00 30l0 3&0 7200 420 04.00 4&0 98.00 Poa I Nag I Poa I Nay as Nsp Pas Nag 0 564 58.4 50.9 50.9 46.7 457 42.0 42.0 10.1 SS255.2 48.0 41.0 43.0 43. 39.4 39.4 9E0 52./ 1 52.4 1 45.0 1 45.4- 40.8 40La 37.1 37.1 980 4118 1 49.8 1 43.1 1 43A 39.4 3&4 3530 MO CHART Y3 Number ofanchor)ocoUonsrequired Fri la Panel and Total Rana VMM In) HdpM 3&0 6& 0 38. 0 72. 0 420 U. 0 48. 0 98. 0 HAS I Jamb I HAS Jamb HAS I Jamb NdS Jamb 84. 0 4 a 6 8 6 6 B 6 4 0 5 a 0 a e e 0!& 0 2. 0 4 a 5 6 B a a 8 I0. 04 a 5 8 6 a B 0 SIGNED: 06/27/2017 MI WINDOWS AND DOORS LLC 650 ST PAK1703ET 0REET qil+• RATZ. rJ\g GEN3 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 8125ELEVATION AAOF , 3T , aavx: Ov0 NO. 9Lv F•'10R%0V; • : 08_ 022 C ONAj1E G seKE NTS DATE10/30/13 29 OF 10 LRoaERTOLowSP. E. 142214WAFORDRDLt nsYdL&ACa7023 Luis R. Lornoa P.E: fl No.: 62514 43aM.0809 Abff&9()tabaY p&=,T w FF HE 98' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD SL JAMBS SEE CHART 04 FOR NUMBER OF LOCATIONS r REQUIRED 6' MAX t r 174 — O.C. I 6' __MAX 17' MAX O.C. 8' Ax WE GHT 6' MAX 6' MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL SEE CHART 4EXTERIORVIEW FOR NUMBER OF LOCATIONS DESIGN PRC•SSURERATING IMPACTRATING REQUIRED t35.0PSF NONE SEE CHAHI S 11 ANU 02 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FIAT MOUNTED HANDLE SET (0944.145) AT 3S 314.CH CENTER FROM PANEL BOTTOM METALLIC TANDEMROLLERS (9917.195) AT EACH END OF PANEL BOTTOM RAILS PANUM8063-TB REINFORCEMENT (808) AT ALL PANEL INTERLOCKS RNIM"S REY oEs"T oN OATS APP904D A ADDED FLANGE*AND nN INSTALLATION 13/113/13 R.L. B REVISED INSTMLATION DETAILS 08/03/15 R.L. C REMSEO INSTALLATION DETAILS 08/21/17 IR.L. NOTES• 1. MAXIMUM PANEL SIZE. 48 112' x 9S' 2. MAXIMUMD.L0.:44&8'x905,S• CHART 14 Number of anchor locations required Single Panel and Total unh V1Amt1(In) Four* Hetyltt h) 30.0 SOLO 30.0 72.0 42.0 94.0 48.0 96.0 HAS Jamb HAS Jamb HAS Jamb HAS Jamb 84.0 4 8 5 B e B B B d8.0 4 B 5 B B B 0 B 92.0 4 8 5 B 0 e e B 90.0 4 8 5 B 8 0 e e MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION oaAwtl. Dec No. B V.L. 08-02249 scuE NTS a" 10/30/13 $'w3' OF 10 L. ROSERTO LOUAS P E t43214V0DF0WD RD LEWSV4l k NC 27027 421d11-0Sf19 11aRuf Sbrroyenm SIGNED: 0&2112017 E N3FgiD 10- STATE OF ; i Fss VD aG\: Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBE QMENT I BY OTHERS 1/4• MAX. , SHIM 10'WOOD SPACE SCREW B10 WOOD SCREW I WOOD FRAMING OR 2X' BUCK BY'OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERICIR FINISHES. BY DINERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE N77HASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT LIN. cuuc uuTANCE KOSON5 RN I DESCMPIION WE A PNOUED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C RNISED INSIALLABON OETAILS 06/21/17 R.L. 1 3/8' MIN 1/1' MAX, EMBEDMENT SHIM SPACE I- INTERIOR 1/2' MIN. EDGE DISTANCE ErI 110 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS WOOD FRAMING OR 2X SUCK INSTALLATION SIGNED: OW 112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET a1'1!IInIi, 5 GRATZ, PA 17030 CEN4,*. . Z *• 0SERIES420SGDREINFORCEDWITHOUTADAPTER VOFFRAMEINSTALLATIONDETAILSDSTAT c(0RI0V' DRAWN: D" No, REV 08 C Luis R. Lomas P.E. FL No.: 62514 SGY.E NTS MtE 10/30/13 49 OF 10 L. RWRTO LOWS PE 14M WOODFORD RD LEWISIMLLE NC 27M 1941RD-060P iAomw®Nwnaryr.mm METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE FDISTANCE 1/A' MAX. r SHIM SPACE 10 SMS 'OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10-SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS LVUL UIDINYLL VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTERIORAND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLAARY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED•W ACCORDANCE MTHASTM E2112 r 1/ 2' MI EDGE DISTI I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS In• — RDA9Dn5 DCSCRFIM - DAZE APPROVED ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTA"TION DEFAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 08/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION s SIGNED: 0" 112017 MI WINDOWS AND DOORS LLC I1%Jll1"I// 650 WEST MARKET STREET GRAT2, PA 17030 J\? CE 119 i e SERIES420SGDREINFORCEDWITHOUTADAPTER9O 9TALFRAMEINSTALLATIONDETAILS TAT OFcov 1 JDTATOfi Ot`•'c OR10P• o1w1w: oMD No. aLv 08— D 49 C SS pNA ICaO\` cultaTENTS10/30/13 5 • OF 10 Luis R. Lomas P.E. FL No.: 62514 L. ROBERTOLOUASP.E ' 14MWOODFORD RO LEI41MLF. NC 2703 13i6BB- 060Y /iblluf kknitspl.ND 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE r 1 1/4' MIN. a.• EMBEDMENT CONCRETE/ - MASONRY BY OTHERS L 1/4' MAX. SHIM SPACE OPTIONAL, IX BUCK TO BE PROPERLY SECURED SEE'NOTE 3 SHEET 1 3/16' TAPCON 3/16' TAPCON MASONRY/ - CONCRETE BY OTHERS EXTERIOR I INTERIOR SiLL TO ET IN r APPROVED ESEALANT a• — 1 A, '1 1/4' MIN. EMBEDMENT 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEANASONRY WSTALLATION IILVMONS KSLIrP110N WE APPROVED ADDED FLANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21(17 R.L 1 1/4' MIN. EMBEDMENT 7 1/4' MAX. 1 • a ' 'I SHIM SPACE MIN • INTERIOR EDGE DISTANCE Ila L MIN . SEPARATION 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE/MAS_ ONRY INSTALLATION OPTIONAL IX BUCK 7 TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 011111 III/ 650 WEST MARKET STREET S R • 10 GRATZ, PA 17030 GENSF s SERIES 420 SGD REINFORCED WITHOUT ADAPTER 2 * • O 6 * = 9X 9 q FRAME INSTALLATION LLATIOONDETAILS I I5 • TAT Of Lr1Axx: on No. rLv i'•• fOR10 • V. L. 08 9 C LNTS o`er 10/3O/13 LT6OF 10 i/1NAj10aG`` L ROBERTO LCOIA. S RE 1,$32NOODFORORDLEN1SWLLE.NC27029 Lute R. Lomas P.E. 3i-61 om Mv1ur8Manvpa:alm FL No62514 WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2- MIN. EDGE DISTANCE 1 3/8- MIN. EMBEDMENT 1/4- MAX SHIM SPACE 910 WOOD SCREWS INTERIOR rO BE SET IN OF NED SEALANT p0 WOOD SCREW I WOOD FRAMING OR' 2X BUCK BY OTHERS MIN. VENT LVNL VIDIANI L VERTICAL CROSS SECTION WOOD FR4MWD OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINLSHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCO RDANCE WITH ASTM E2112 1 3/8. MIN. EMBEDMENT T- 1/2- MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS RLV I OLPORPIION arc I APPWVm A ADDED FIANCE AND FIN INSTALLA710PI 12/16/13 1 R L B REVISED INSTALLATION DETNLS OH/03/15 R.L C REUSED INSTALLATION DETNLS 06/21/17 1 R.L 1/4- MAX. SHIM SPACE JAMB INSTALLATION DETAIL Ht = FRAMING OR 2X BUCK INSTALLATION SIGNED. 0&21/2017 MI WINDOWS AND DOORS LLC 1 11111/I,, 650 WEST MARKET STREET GRATZ, PA 17030 J\? .0 E 0,,825/11' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X eta` ATFLANGEINSTALLATIONDETAILSTIO OF C-- STATES OF oRLw1c DWc NO. REVSi 0R10?,p 08-02249 ffffllClljscutNTSax7OF1010/30/13 Luis R. Lomas P.E. FL No.: 62514 1, RWRTOL0141SP.E 1432 WOODFORD RD LEWLSVBLE, NC VW3 434-& V-DM d6WSV&bulp4 WM 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY. OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE 8Y'OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTE$; 1. INTERIOR AND EXTERIOR FINISHES, BYOFHERS. NOT• SHOWN FOR QLARITY; 2. PERIMETER AND JOINT §EALANT BY OTHERS TO BE DESIG/YED /NACCORDANCE MMASTM E2112 1/4" MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1_ 1/2" MIN. EDGE DISTANCE 1- 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS RflM190N3 REV DCSCFWIWN DATE AM'RONiD A ADDED FLANGE ANO FIN INSTALLATION 12/10/13 q.L. B REVISED INSTALLATION DETAILS 06/03/15 R.L1CREVISEDINSTALLATIONDETAILS06/21/17 R.L. I u! LA — JAMB INSTALLATION DETAIL fETAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 0%111111///11tO ii 650 WEST MARKET STREET GRATZ. PA 17030 R: GENS ,+ 0 51 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER OFFLANGEINSTALLA710NDETAILSTAR i i°••'°[pRIOP; • DRAWN. Dwo Na REV V.L. 08-02249 C OIIIAIII Luis R. Lomos P.E. FL No.: 62514 sL:uc NTS WE 10/30/13 sN B Of 10 I. RDDERTO LL SPE. 1432 NOODFORD RD LEWSNLLE, NO 270?9 434 6" OWA!oma A4klonusp.cCq CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2-'MIN. 1- MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. a• EMBEDMENT r 1/4' MAX. SHIM SPACE I 3/16- TAPCON EXTERIOR LL-U LLJJ INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4A. 1 1/4" MIN. EMBEDMENT 2 7/8- MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEANMSCNRY INSTALLATION RENSgNS DESCRVWN DATE APPRMW ADDED FLANGE AND nN INSTALLATION 12/10/13 R L REVSED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 08/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1/ 4' MAX. a SHIM SPACE 1- INTERIOR MIN. ' EDGE DISTANCE 1 i v 3- MIN. SEPARATION 3/ 16- TAPCON EXTERIOR CONCRETE/ MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETS/WSONRYINSTAL ATICN OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I INTERIOR AND EXfER10R FINISHES, 8YOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS IM 92112 SIGNED: 0621/2017 MI WINDOWS AND DOORS LLC `\5 IIIIII // % 650 WEST MARKET STREET GRATZ. PA 17030 ,• C E Mae _'p y SERIES 420 SGD REINFORCED WITHOUT ADAPTER ?*•JJ 0,.,80F k= 96" X 71O pKlkr1 FLANGE INSTALLATION DETAILS D ••, SSTA DRWM: owc No. REV i 0' ots' LORMt C> suu a1E 08- 02249 C *j,S/ONA j1Ea\1 NTS 10/30/13 9 OF 10 L. 1109ERTO LOWS P.E. Luis R. Lomas P.E. 11932 M000FORD AD LEWSVR LE, NO 2W FL No.: 62514 434-08I4E02 4WRA500bowpo cool WOOD FRAMING — 1/4" MAX BY OTHERS SHIM SPACE INTERIOR 1 1/V' MIN. EMBEDMENT I v APPROVED SEALANT BEHIND FIN BWO SCCRREW7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN B WOOD SCREW 7/ 16° MIN EDGE DISTANCE EXTERIOR REARMS ALV DLSCA01" M1E APPROVED A ADDED FLANGE AND FlN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATIO14 DETAILS 08/21/17 R.L. 1 5/8' MIN. EDGE GIST. A ' TRIM : ' . 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/ CONCRETE BY 4—A OTHERS 1X BUCK BY OTHERS, EXTERIOR C— HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/ 16" TAPCON JAMB INSTALLATION DETAIL EXTERIOR PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALLATION HOOK STRIP INSTALLATION MASONRY/ CONCRETE 1/ 2" MIN. METAL STRUCTURE 1/2' MIN. EDGE BY OTHERS EDGE DISTANCE 11/4' MIN. DISTANCE EMBEDMENT TRIM WOOD FRAMING BY OTHERS INTERIOR TRIM INTERIOR 1/ 4• MAX. 1 3/8' MIN. SHIM SPACE EMREDMENT INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. HOOK STRIP — Ir 010 SELF DRILLING HOOK STRIP SCREW i10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION ME IAL S I NUC I UHE HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCK4V00D FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET J\? R'• z GRATZ. PA 17030 ` ., O E NSF 7iP SERIES 420 SGD REINFORCED WITHOUT ADAPTER yI • 0 5 * = 96" X 96" NAILFIN & HOOK IMSTALLATION DETAILS NOTES: OWN. orrc Na REV O' OF• c[OR1DP •: NOrSHO iYRNAFORCAERL fW1SHES. BY077LERS, a 08- 02249 C ii sS/pN..- NEv 2 PERIMETER AND JOINT SEALANT BY OTHERS TOBE NTS 10/30/13 10 OF 10 DESIGNEDINACCORDANCEKITHASTME2112 L.ROBENIDuauSP.E. Luis R. Lomas P.E. u92%00DFORDRDLS19SVALE.AG270M FL' No.: 62514 41+dB0.0= iflhn"**WM Jaam Florida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVX... 1 Professional, Regulation SCIS Nome f Log In 1 User Registration I Not Topics ; sutmt swift ge ! slats a Facts Ptmnotions 1 FBc stag wls site Map Links search F rich Product Approval a USER: Public User Product nooroval Menu > ioduG or Aootfcatlon Saab > Apyikatcn L'st > Application Detaa WIN FL FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Gopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfietd@clopay.com Authorized Signature Scott Hamilton- shamilton@dopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA, Inc. validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA108 2005 ANSI/DASMA 115 2005 r ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 R5 Eauiv 20170809 - FBC - OASMA 108 eoulv.odf FLIS279 RS Eauiv 20170809 - FBC - DASMA 115 eaulv.odf 1 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.brg/pr/pr_app_dtl.aspx?patam--wGEVX... Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page _ i 0 Page 1 / 8 0 ( j fl tt I Model, Number or Name Description I 15279.1 001 W3-09 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, ' interior skin 29 ga. min.) Single -Car (up to 9'0' wide) 64, 65, 62G, 62LG, 64G, SDP38, 1 WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 16130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fl}5279_letter wi 9P of of contract and proof Approved for use outside HVHZ: Yes of inSpectlpn.Dt1[ Impact Resistant: N/A FL15279 RS C CAC W3 Li§ana Intptt4lypdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for EL1521t5_(10 6 5-Rev12. windbome 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: 15279.2 002 W3-09 DSIE-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRISP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARILP, EDISP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door 6132, SFC38, MFC38 j Fmits of Use Certification Agency CertificatepprovedforuseinHVHZ: No I FLIS S79 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspectlon.odf Impact Resistant: N/A FLIS279 RS C CAC W3 Listing Intertek. & 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 fLi5279_jtS_II 103952-Rev0l.odf windborne debris regions. The product without glazing DOES 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. 3 003 W3-09 DSIU-1A171:-9130, Double -skin Insulated PUR (exterior Skin 27 ga. min.; 19131, 9133, HOP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0' wide) i i HDPL13, 7130, 7131, 7133, 8130, WINOCOOE® W3 Garage Door 1 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of jag glon•pdf Impact Resistant: N/A FL15279 RS C CAC W3 Lasting Intertek.odf Design Pressure: +20 PSF/-20 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 FL15279 RS If 104175-RevOl.pdf windborne debris regions. The product without glazing DOES 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. 4 004 W3-16• DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin-29•ga. min.) Double -Car (9'2' to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 16130,6131,6133 2 of 7 4/ l5/2O18, 5:17 PM. Florida Building Code Online https://www.floridabuilding:org/pr/pr_app_dtl.aspx?param=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 DOES NOT meet,the Impact resistant requirement for wlndborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 OSIE-1A471: GD1SR GR15P, GO1LP, GR1LP, AR1SP, AR11-12, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impart 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 DOES NOT meet the impact resistant requirement for wlndborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for wlndborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLIS279 115 C CAC Letter with proof of contract and proof QL=129 19n. d F5279 RS C CAC W3 Listing_lntert . dP Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 101820-Rev13,01 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 27 ga. min.) Double -Car (9'2' up to 16'0" wide) WINDCOOE® W3 Garage Door Certification Agency Certificate FL15279_95C CAC_Letter with proof of contract and proof of in p don.pdf FLIS279 115 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS Il 104028-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 151279.6 006 W3-i6 DSIU-IA171: 9130, ( Double -skin Insulated PUR (exterior skin 27 ga min.;- ) 9131, 9133, HDP13, HDPF13, I interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HOPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 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 DOES NOT meet the Impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for wlndborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLIS272 R$ Cl ett with proof of conrraa and proof ofin*Qection.pdf FLIS279 RS G CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 H 104168-Rev01.Qdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 1007 W3-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 175, 190, 84A, 94, 42, 48, 55, 428, WINDCODE(g) W3 Garage Door i 46B, 55S, 411Sr, 6RST, 4RSF, 6RSF Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R r Le Pr with proof gf contract and proof Approved for use outside MVHZ: Yes qtiLn_5oe0LIon.pdf Impact Resistant: N/A FLL15279 RS C CAC W3 Listing Intertek.99. 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 FLIS279 RS a 101308-Revl2.Qdf windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA; Inc. comply with the Impact resistant requirement for wlndborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). I Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HOG, interior skin 27 ga. min.) Single -Car (up to 9'0' wide) HDGL, HDGF, 66, 66G, 67,.67G, 68, WINOCODE® W4 Garage Door SP200, SF200, SE200, 6200,.6201, 16203 . Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of cont=_and car f Approved for use outside HVHZ: Yes of insoecNon.odf Impact Resistant: No, FL1S279 RS C CAC W4 Ustino Intertek.odf Design. Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product. 05/21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... meets the wind load requirements of the building code but 1 Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS 11 101652-8-Revl l.odf i windborne debris regions. The product without glazing DOES Verified By: Intertek Testing_ Services NA, Inc. i comply with- the impact resistant requirement for windborne Created by Independent Third Parry: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.9 1 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - I AR2LP, ED25P, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODE® W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate I Approved for use In HVHZ: No FL15279R_S C CAC Letter with oroof of contract and oroof Approved for use outside HVHZ: Yes of insoection.odf Impact Resistant: No Fu5279 RS 4;C W4 Usnng_Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 1 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for I f41$-219 RS_II-l039-69_8_Re_v_02.p4f I windborne debris regions. Verified By: Intertek Testing Services NA, Inc. i Created by Independent Third Party: iEvaluation ReportsSCreatedbyIndependent Third Party: 15279.10 I O10 W4-09 DSIU-1F171: 9200, i 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, i 8201, 8203 _ •__ . Limits of Use Approved for use in HVHZ: No _ Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +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 windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome j debris regions (ref 1609.1.4 FBC). O31 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +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 DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Double -skin Insulated PUR (exterior skin 27 ga. min.; 1 interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door ' Certification Agency Certificate 1 FLI5.Z79 R5 C_CAC_Letter with -proof of .contractand oroof of ins a ion. FLIS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 1 f_L15279 RSII 03$3-Rev0l.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party.-- --Y_- Evaluation Reports Created by Independent Third Party: { Double Skin Insulated PUR (exterior skin 27 ga. min.; 1 Interior skin 27ga. min.) with Oveday Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door 15279. 12 012 W4-09 PAN-2F351: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 426, 488, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV 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 windbome debris regions. Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and oroof of ins estion•2.di F1152Z9RSCCAC_ 4 USS109 ISCeLS _QW. Quality Assurance Contract Expiration Date OS/ 21/2028 Installation Instructions EL152 RS li 104456-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate i FLIS279 RS C CAC Letter with proof of contract and proof of insoection.pdf FLIS279 RS G CAC W4 Listng Intertek.odf Quality Assurance Contract Expiration Date OS/ 21/2028 Installation Instructions FL15- 8-Rev16.pdf Verified By: Intertek Testing Services NA, Inc. Created by, Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/20 L8, 5:17 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wG E V X... 15279.13 - 1013 W4-09 PAN-21`441: G4S, GS4, I G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, E04SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV I Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: 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 Pan (min. 24 ga.) Single - Car (up to 9'0' wide) WINDCODEQ W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with 21 of of 4. ra end proof pf in1i99=9 XAf FLIS272 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions ELLSIZ9 5_II U3986_B_ftev_OS.p9E Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 W4-09 SPO-21`449:Grand I Steel Pan (min. 24 ga.) with Overlay Single -Car (up to1014Harbor, Stone Manor 9'0'wide) WINDCODE@ W4 Garage Door Limits of Use f Certification Agency Certificate Approved for use in HVH2: No I FLl 27.42R5 C CAC_Letter vAth proof of contract antl proof Approved for use outside HVH2: Yes I of Inspectlon.pd< Impact Resistant: N/A FLIS279 RS C CAC W4 Listing Intertek.pdf Design Pressure: +25 PSF/-32 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 I Installation Instructions j DOES NOT meet the impact resistant requirement for FLIS279 R5 If 103549-RgvQkpdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne I Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). I Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE•1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HOG, interior skin 27 ga. min.) Double -Car (9'2' to 16'0" wide) 1 HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCOOE® W4 Garage Door SP200, SF200, SE200, 6200, 6201, II6203 . - - _.- .----- - - ---- J Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product i meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FLIS279 S C CAC Letter with proof of contract and proof I Of inspection.Ddf F1_15279 RS C' CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL1.5279 RS tI 1.0148 L-B-Rev.13 pQf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 OSIE-1F471: G02SP, G allery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (9'2' up to 16'0" wide) WINDCODE® W4 Garage Door 16202, SFC68, MFC68-`_.--- Limits of Use I Certification Agency Certificate Approved for use in HVH2: No f-L15279 RS C CAC Letter with proof of contract and oro4( Approved for use outside HVHZ: Yes I oLlnspectioq.pdf Impact Resistant: No I FLIS279 RS C CAC W4 Listing Intertek.ocf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration -Date Other: The standard 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 fL15279 RS Ii 304029-9-Rev03_Rdd windborne debris regions. Verified By: Intertek Testing Services -NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-LF479: Coachman/Settlers/Affinity Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay' Double -Car -(up to 16'0" wide) WINOCODE® W4 Garage Door 5:of 7 1 4/15/2018, 5:17 PM Florida Building Code Online hops://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FLl$279 RS CCAC Letter with proof of contra and proo fIApprovedforuseoutsideHVHZ: Yes f Ions on.Qdf Impact Resistant: N/A FLIS279 R5 C CAC W4 Listing_Intertek.pdf i Design Pressure: +25 PSF/-25 PSF I Quality Assurance Contract Expiration Date i Other. The OPTIONAL glazing available for this product I OS/21/2028 1 1 meets the wind load requirements of the building code but 1 Installation Instructions DOES NOT meet the impact resistant requirement for i EU5-2J R5 II Re10I046-v07.odf windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbore Created by Independent Third Party: I 1 debris regions (ref 1609.1.4 FBC).- Evaluation Reports f Created by Independent Third Party: 15279.18 018 W4-16 OSIU-1F171: 9200, _ I rDouble-skin Insulated PUR (exterior skin 27 ga. min.; i 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) } HDPL20, 7200, 7201, 7203, 8200, 1 WINDCODE® W4 Garagi Door 8201, 8203 1 i Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FLi 271 R$ CAC ttgl&Lth goof of cet oQtraarnddproof ; Approved for use outside HVHZ: Yes of inspection.Ddf i Impact Resistant: N/A Design Pressure: + 25.5 PSF/-25.5 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 windbome debris regions. The product without glazing DOE comply with the impact resistant requirement for windbome debris regions ( ref 1609.1.4 FBC). 15279.19 1 019 W4-16 OSIUO-1K479: Canyon Ridge/Brookstone - - _-• --•- ---- Limits of Use Approved for use in HVHZ: No 1 Approved for use outside HVHZ: Yes I Impact Resistant: N/A Design Pressure: + 25.S PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product i meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOE comply with the impact resistant requirement for windbome debris regions ( ref 1609.1.4 FBC). FLIS279 R5 C CAC Q!itino Intertek,pgf I I Quality Assurance Contract Expiration Date 105/21/ 2028 Installation Instructions FLIS279 RS 11 104169-Rev0l.pdf S 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. min.; 5 interior skin 27ga. min.) with Overlay Double -Car (9'2' to 16 0" wide) WINOCODE® W4 Garage Door iCertification Agency Certificate 1 fL1S279 RS C CAC Letter with proof of contract and proof of inspection. odf FL15279 RS C CAC 14 Listing lntertek.odf Quality Assurance Contract Expiration Date 105/21/ 2028 f Installation Instructions FLIS279 RS II 1044S7-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by by IndependentThird Party: 15279.20 1020 W4-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) i 75, 190, 84A, 94, 42, 48, 55, 4RST, WINOCODE@ W4 Garage Door 1 611ST, 4RSF, 6RSF, GDSS, GDSSV, IGRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Impact Resistant: No Design Pressure: + 24 PSF/-24.5 PSF Other: The standard glazing available for this product l meets the wind load requirements of the building code but iDOES NOT meet the impact resistant requirement for windbome debris regions. Go to Page , Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of InipeS It on&DIfFL15229qRS C CAC W4 I -Ming lntertek.W Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions EL15 Z3 5 L10.1ZI1=.BeY1 S.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Q wT? xT:: rG 7•tit-17,Z: F-TIitT1i'7I3Ei L•LT:"'T SiFi 1ZFiIIt:FZ1 0 0 Page 1 /'8 0 0 The state of Florida Is an ANEW employee Btvacv Statement :: Accessibilty Statement:: ReftoridStatern Under Florida law. ernal addresses are "k records. If you do rot want your a-mai address released in response to a pubie-retlords request, do not send eledronc 6 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVX... maG to this emny. Instead, contact the office by phone or by ozdtbnal mad. If you have any questions, please contact 850.487.09S. 'Pursuant to Section 155.275(1). Fbrlda Statutes, ellecttve October 1. 2012. GCen5ee9 Ilmtsed under Chapter 455, FS. must provde the Department wtth an emal addmss if they have one. The emae3 provided may be used for oftfal communication with the fkensee. However emal addresses are public record. 8 you do not wlSh to supply a personal address, please provide the 0epartmem wth an emal address which can be made available to the public. To detemtne ff you are a licensee under Chapter 455. FS., please cffiIt MM. ' P.oduct Approval Accepts: M Credit Card Safe 7 of 7 4/15/2018, 5:17 PM cwuoc" s Fwa I00Ma 195 OA 10 FA 04 OJDAY4M111•P 6m. Oaf Lil7V. OOAV AA'JfV f QIW• F61 fLliV gfIwIT Iuf n.Q 7ww Y,A .*w YOMMO llew B AL0 A Q ON, 6 aWm 11' •mf o,9 ALaj wwwm 1mTC fl1L'CmdW SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL "8". TRACK AND JAMB DETAILS. SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISFMT GWIN(L SEE SECTION 8-0 FOR OETAILS. MAXSTANDARDSIZE IS 42-1/2'I116'. IMPACT RESISTANT GLAZING IS 21-5/8'f14-1/B'. Aw T OI MMM.W IICO l OmfIm9Om I" NxrO• a Kam. 3' TALL U-BAR SECTION A -A (mot 1AEM 20 GL CALV. STEEL NIM. MOLD STRENGTH: 50 KSI 2• THICK L 3• a7w" C 1-7/°' T LtEloti 12 CA CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W ( 4R5/ B' SWEET MET SHIP LAP JOINTS. S• 14 CA CALV, ROLLER HINGE. HACK HINGE FASTENED TO END STALES WIM (4) j14.5/8' SHEET METAL SCREWS AND (4) 1/ 4'93/4' SELF TAPPING SCREWS. SEE VIEW 7'. 1/ DDfMY POLYST`MX FOAM INSULATION 1- 5/16' THICK WITH VINYL HAIRCELL BACKER QNSULATED MODELS ONLY) 3' TALL • 20 CA. DALY. STEEL U-BARS IN 2- 1-2-1 PATTERN Q.E. TWO U-BARS 25 CA WN. CALV. ST[FL SKIN ON BOTTOM SECTION. DIE U-BAR ON NEXT ONWOW A BAKED -ON PRIMER. SECTION, ETC.). ETC.). EACH U-BAR ATTACHED AND A BIRD -ON POLYESTER TOP COAT APPLIED TO BOTH PWITH EAST1Lf I/LOG1 N. sw TAPPING SCREWS SOB OF STEEL SKIN. w w"Apo-O®1N0 Y I Mw uM nw w® wt. M" Aw O 10 IN wa-M fOOw Ofr MI •0 YI•wNP2 a•f•• w Ham ft Am- Iq M. x ') VaND 7t sq I o0 M Y W MN w 0• % 00 IOt M m1W w aaon4 w m,ap wwI YOR. Ilo 11 O .DW r A OWAO laLwII DI r•w®a IIq ViR I X V" MA Iff 0 IY m f. L• AC• LC C f W. low bar a I IY a O r Clopay IA P.L /464MARKf , "1p°"D rt Building Products M°R OH4455M DUKE MrZI23432 Camoonv (513) i70-4600 13 CA. 4ALV. STEEL BOTTOM BRACKET. ATTACKED NAM ( 2) 114.5/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION k 'AM WEATHERSMP. DESIGN LOAD": + 24.0 PSF t -24.5 PSF TEST LOADS: + 38.0 PSF k -37.0 PSF vllawAe •ArIAo KAK HDOf :Rn C: PAN- 21`153 W 4 1 '01M x 16'0'H 1/3/ 97 CEUW'M• ClASSC ANDICH RP STM PAN nt BY. JAC DOUBLE -CAR: 16'W +24/-24.5 PSF Ito BY. — IAnta 101711 VE BC MWW B plat[ •M rail Mani O OA in GA Pa CLM41ylygr Cm. am COW. atuv am Ant A1lN MAL tMPYm my= am lIOiN IMPACT RESISTANT ASSEMBLY71•A DETAILS oRAWINO 1 D11 SECTION B- B (IMPACT -RESISTANT GLAZING OPTION( il 4 oreaw tNmlNN! nfa ' 09M FNLa ANM) P MaM INAn+ L®a010DK0rAaepNNw.m[ N IAaR axm (NANO io.m an r.. e o.4 aVPNL10 M APMAM /Al1I m A /\.Am[ .111N 1610 YANNR Iam4 AIM UNDARD ASSEMBLY DETAILS DRAVIIINO 10171 1-0 IIOM IWf ININ Ur. OOIINO w olllD! mlrAfL o T [lSWa PMA a MALa101 TNw ow.D 0. Nf/ A• 1'. 1 IrAD lOml An ASSEMB, OY FNt A aNIK w I o /11NwIE a NI Lwq O ANNDim 00 RAi00NA0004111<f NIm mC/f!6 Oeal Dew AAm1aY 16mNm a OOIruNIR am Am tISIDN Ilan! nK am LOUD KwROmlm a Ilt ROAOA upflw am an WW"FAA ell WAIS Pa. a11Fla mto // ac). mc000Aiamm! 1D W ®/1I SHEET 2 OF 2 I u -- fp All l o fllw ff mnoa 1-1 onJ 1A sml Kamm. uo WN AIiAQ I pRil a/ Y01llalaArumeNAMa IfPae ra Iw m, aaq••,• Ifreaf fgicm ial 1%.%r tAFM CJma w Ir WRW (Loop IO Nl OatamD OR V ao.lAo R-f N.r / K Ku11afM[ aoa0. 1' OA mtagn /mf Momlelaalm /m/l MI Imrm11 IO Irr.R A NDI 10lm11 m v A.Ju T OO Iml 4rmM 1dY tla m OAam Ipl-111. A YOOgm Oval rNal>31ON1L Nu AUN : Or101m m A 4= AtrAm[ nfmmm ANOA N AYm CbNaAUloa AalLIIM e/ . w .111a11 aOt• IAOILDIN a' OW /wwa (TO mM Dlw meA m fr HA Wlr. Pm Do au f/ a cAlr. SM Olml /1!! q p a WItlL1 1pm/Af mi WINat8/1 1A0u pip 1010ma ' Wr ' MW i mLduoOWrMLY. Pm INAw /Almm m 1. u CYx Mum W &A. "a It 4 011r, um IRIat 11Aa1mt faromb To Do 9110 am 0) IR D( T4 MD1 sW u!r 11.q/P ms mw m mm0 p HI ran aAp/s /art L a„ 1/.tir/C vna/ ml. w I.o i/• ow aAL r. 0 MLam ON Pm SUN 'Am Pm on N I'm tt Ass. mtmmemn j=j,mK an'a%= ofNa° am Lww0aM SPA(![ Am N AOtdONfi oM aAmll YaD OOR1 /w Dan twe In= w Im wem Clopay W DUKE BLND. ding Products NLsoN, OH 43040 nnnv (313) 77o-se00 am. TRACK commToll ASM THE DOOR OPENINCC DOES NOT AMCT THE WAND LOAD RATING OF THIS DOOR. N01l1000 f I.L o1/1a Am 1wOD1 If LL dKv. Pm. FLA* PawO. 1H1 TOP BUCKET r y+.• Atlmm 7Q Mw Jllm !AN DTOIIBmEHORIZONTAL aA A/Ir.1-!0 AM LAO MINT mN.r tnAet r ux fan neADl IIN ONO( SWACM AW 11r.l! " OAr. PTA (Mat WACO. mmm aMA11 TDI KC Dane C!O Or (ALL - - - IpfpOl G1tr. am I1A1 KADar.MAN Wl" G0711 l>) W."/rtMuaot iall%& lrap oq 1 6pWAC WCOM 0 I1Mtoot104RE1 g May m 06® 70 Oc INN otm rat p t• ODICLKA" OWL Na a mo m i19LiOI.A rw ImMA Kr WA !m DESIGNLOADS: +24.0PSF t -24.5 PSF', TEST LOADS: +3&0 PSF t -37.0 PSF vmv ` W4 1 1WOW K IOWN 1/3/ 97 MMIPIDf CLASSIC AND CH RP STEEL PAN In JAC DOUBLE -CAR, 16)W +24/-24. 3 PSF 1" M. B, muWmD Nu1mu 101711 18C Florida Building Code Online. https://www.ftoridabuilding.orgtpr/pr app_&i.aspx?parain=wGEVX... Professional Requlatiqr SCIS Home I Log In user Regitcration Hot Toprs Submt Surcharge Stars !! facts I Pubkations ; F8C Stag , SCIS Site Map ! Lirks I Searr h doddap r 14 Product Approval 1! USER: Pubk user atro::r. , 009CLBC0LRvAtMenu > PMd=SUaokatcn Search > 46pR9¢t&o.W > AppOotion Oetaa FL # FL17499-R3 Application type Revision Code version 2017 Application Status Approved Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency validated By Referenced Standard and'Year(of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@mrwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440' AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2011 2008 2011 1 of 4/1312018, 7:05'AM Florida Building Code Online hops://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/15/2018 01/15/2018 01/21/2018 FL Ac 1 Model, Number or Name - IDescription — 117499.1 1185 SH - t36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use ( Certification Agency Certificate - - Approved for use in HVHZ: No i FL17499 R3 CSC _C_M W 40V 185 SH (finl Impact Approved for use outside4wH2: Yes (4).odf Impact Resistant: Yes , FL174 R3 CCA MI Windows - L85 cH,(Fin) imga_ct (51 Design Pressure: +55/-55 ( ppD19-pi Other: R-PGSS*, Missile Level D, Wind Zone 3. Glass to be I PL17499 R3 C CAC M[ Nlindows - 815SH (FlangeUrnpac4 bedded in Pecora 896 sealant. "hgdf FL17499 R3 C CAC MI window - 85 SH (Flange) lmoq Ii91.Ciif Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 11 O4-R254SS.0t Verified By: Luis R Lomas PE-62514 S Created by Independent Third Party: Yes i Evaluation Reports FL174_R3 AE'S1}3218 3.pdf Created by Independent Third Party: Yes 17499.2 185 SH— - ( 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use I Certification Agency Certificate - Approved for use in HVHZ: No FL17499 R3 C CAC APB 13361Z 1726.01_109-47-RO lI}S Approved for use outside HVHZ: Yes : (FLG wa v@r).pdf Impact Resistant: No ! Fi,1,7499R3 C CAC M[ Wndows - 185 SH (FipZ ll df Design Pressure: +60/-60 I FL17499 R3 C CAC MI Windows - 185 SH in (12). f Other: R-PG60 I f117499 R3 C CAC MI Windows - 185 Shl_(Flana i 30 .pdf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08=025498.pdj Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL17499 3 AE 133278-4.pif Created by Independent Third Party: Yes i 17499.3 ! 185 SH j 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use - - - -- --- ------ Certification Agency Certificate --- - -- - - Approved for use in HVHZ: No FL17499 R3 C.AC APC 13363)E1729.01.1Q9 47-R0_t8 Approved for use outside HVHZ: Yes SH F G waNM).pdf Impact Resistant: No FL17499 8,3 C CAC MI Windows= 185 SH Fin) (13)-odf Design Pressure: +60/-60 FL17499 R3 C CAC MI W ndow - 185 SH (Fin) (14).edf Other: R-PG60* fL17499-83 gC M! Window - 185 SH flame) Quality Assurance -Contract Expiration Date 1 10/17/2018 i Installation Instructions FL17499 R3 If 08-025508.pdf Verified By: Luis R Lomas PE-62514 C Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328B_S,odf Created by Independent Third. Party: Yes J 17499.4 185 SH 136x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL17499 R3 C CAC APC H0462 01-109-47-RO 185 SH Approved for use outside HVHZ: Yes f0a2522]spdf Impact Resistant: No 1 Quality Assurance Contract Expiration. Date Other: Pressure: +60/-67 ---- -- 04/25latio - ---'- -- - Other: R-PG60' - - Installation Instructions J 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www.tloridabu i Iding.org/pr/pr_app_dtl.aspx?param=wGEV X... 117499.S Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PGSS,-Missile Level D, Win bedded In Pecora 896 sealant. 17499.6 - j 185 SH Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Impact Resistant, No Design Pressure: +60/-60 Other: R-PG60 Yes I I I F17499.7 i 18S Triple SH its of Use ~ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other. R-PG50• 117499.8 1 185 TWin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 Yes FLl R3 II 08-03163,pdf Verified By: Luis R. Lomas, PE PE-62514 iCreatedbyIndependentThirdParty: Yes Evaluation Reports FI-0499 R3 AE s14m.rdf ICreatedbyIndependentThirdParty: Yes 52x72 Fln/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 83 C CAG I Windows - 185 StL.CEJrn_Impact 2).odf 1-17499 R3- C CAC MI Windows - 185 SH IFin maact i L3 df Zone 3. Glass to be ! EL17499 R3 C AC_MI Windows - 185 SH an eIlmeatt FL17499 - R3 C CAC MI Wlndcws - 185 5H tFlan SLvd gel [ moact 1 QualityAssuranceContractExpirationDate10/ 10/2018 ; Installation Instructions FL17499 R3 lI 08-02544B-l.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 113 AE 5133208-1.pdf Created by Independent Third Party: Yes - 52x84. Fln/Flange Frame IG/SG Single Hung Certification Agency Certificate FL17429 R3 C C APCt1336?LE;Z35,SlA_109=gZRQ1(}$ SHtFLG Waiv rts-BIG 1-8A Sz 1-exs4 R6otiQ0 8Zvslf FL17492 R3. C CAC MI windcws • 185 H nZ(1(,df FL17499 R3 C QLMI -windcws-:_A SH ffinl (9).odt W- 7A99—&3-C_CA—C- Iydindows - 185 5H (Fjanoel (glp f Quality Assurance Contract Expiration Date 10/09/ 2018 Installation Instructions a17499 R3 1L_08-02 468- pd& Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports, F 1749 R3 AE 513322B_ df Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung I10x72 Flange Frame IG/SG Single Hung JJJI Certification Agency Certificate FFLL174 9 R3 C-CAC MIWindows _ 185 SH Triple (Fin) EI.17499 R3 C CAC MI Wlndyws - 1 H Tole Fi I (4). odf I FLl 4 9 R3 C U1C MI Windows - i85 H Tiole_(fj,"gj OLndE FL17499 R3 C CA[ MI Windows - r85 SH Trpie (Flana l 410Sif Quality Assurance Contract Expiration Date 10/20/ 2018 Installation Instructions F31Z4_" iI_ 4$- 81fdf Venfied By: Luis R Lomas PE 62514 i Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133248-6 odf Created by Independent Third Party: Yes 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame G/SG Single Hung I CertificationAgencyCertificateFl,od99 R3 C CaC MI Windows - 185 SH T4uin (Fin) 1 FL174, 99 R3 C CAC MI Windows - j85 SH Twin(fin 4 . df i1 FL174Q9R3 CSC MI win — - 185 SH Twin (FlAnge) I I L_ Ddf 3 of 4 . 4/13/ 2018, 7:05 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?parai-n=wGEVX... FL17499 R3 C CAC MI Windows - 185 SM Twin rFlanggZ 4 df Quality Assurance Contract Expiration Data i 10/20/2018 iInstallationInstructionsfFL17499R3Ir68- 25478-7. Verifled By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323E Lp& — Created by Independent Third Party: Yes Q ae=t LQWAr = :: = AM store &RAO 1118ahassae E 32392 Phone: as.Q-4a7-ta2. The State of Fbdda is an AVEEO employer Coovnoht 20Q7.2013 State of Florida.:: PrnaN Statement ;: Accessday Statement :; RellmaStatement Under Florida law, emad addresses are public records, If you do not want your a -mall address released In resX se to a pub k-records request, to not send electron Mad to this entry. kstead, contact the ounce by pnone or by tradtbnal mall. Q you have arty questions, please contact SS0.487.1395. `Pursuant to Section4SS75(1), Florida Statutes, effect" October 1. 2012, licensees M- sod under Chapter 4SS, F.S. must provide the Department with an emad address it they have one. The emads provided maybe used for ofrkel cortrmunit:atron with the ficenssee. However emad addresses are pubic record, If you do not wish to supply a personal addre s, plea a, Pravda the Department with an emad address which Can tic made available to the public. Tb determine if you am a licensee under Chapter 455, FS., pease ck* p rM. ' Product Approval Acmpus: t'jM.;,-.-- Credit Card Safe 4 of 4 4/13/2018, 7:05 AM NOTES: 1. IMF PRODUCT SHOWN hEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIRL'MENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER' ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS 711E RESPONSIBILITY OF THE ARCH17EC7 OR ENGINEER Oi RECORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS [MAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGII TINE FRAME 114 ACCORDANCE WITII MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTICNS. ANCHORS SHALT. BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL. SUBSTRATE MATERIAL. 5 WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW 11N17S MAY BE ANCHORED THROUGH FRAME 10 SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUNISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE. IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATfON SHIM AS NEEDED FOR FRAME INSTALIATION SIIIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED .AND MADE FROM MATERIALS AND THICKNESS CAPABLE. OF SUSTAINING APPLICABLE LOADS 10. WINO I,OAO DURATION FACTOR Co=1.6 WAS USED FOR WOOD ANCHOR CAL.CUTA110NS. 11 FRAME MATERIAL- EXTRUDED RIGID PVC. 12, UN17S MUST BE GLAZED PER AS1M E1300-04/09, SET. SHUT 11 FOR GLASS DETAILS. 13. APPROVED IMPACI PROTFCTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS RE14S0115 I my I DESCRIPTION I DATE I APPFOWD I A I REVISED ANCHOR SPACINC 3 CHARIS 107/1,1/IS I R.L. ' I D I RLvl4rD CLASS 110/02/17 I R.I. is. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENI INTO SUBSTRATE, LOCATE ANCIIORS AS SHOWN IN ELEVATIONS AND INSTALLATION. DETAILS. 16. I -OR ANCHORIN(, THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANO INSTALLATION DETAILS. 17. FOR ANCHORING TI IROUGH 'RAME 1.1470 METAL STRUCTURE USE # 10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH IO ACHIEVE 3 THREADS MINIMUM BEYOND SIRUCIORE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 18. ALL FASTENERS 10 BE COIRROSIO14 RESISTANT. 19. INSTALLATION ANCIIORS SIIALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD. MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE: MINIMUM COMPRESSIVE. STRENGTH OF 2,000 PSI. C. MASONRY. HOLLOW/FILLED BLOCK PER ASTM C90 W11H Fm-2.000PSI MINIMUM D MEIAL STRUCTURE- STEEL 18GA (048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU-30KSI .048" TIIICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 1 ELEVATIONS 4 - 10 INSTALLATION DETAILS SIGNED: 1211412017 MI DOOR LLC 0111I\%\ I 6sDDOW T MARKETD E,T C, ! 0WES.1J ii GRATZ. PA 17030-0370 v •YGENS 9'p-5 J1 10 61 * = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT J a; , 4, NOTES D, $TAT OF O iS 0R10ta+,AI enc Fro. REv 08 B 7/s1 NAi10 V\ sulE aiE zMtnNTS12/29/14 I9 OF I1 Luis R. Lomos P.E. FL No.: nos I.WSERTOICUASPf. 0432111"FORD RO I EW4VXk6. NC 27029 4114/SAM mmasgs/mlarp*o I Ff HE 52' MAX FRAME WIDTH 2" MAX --- 16" MAX O.C. - L 16" MAX 0 C. V/ 2" I AX AME IGIIT py r 4 X / 52" MAX FRAME WIDIH 2' MAX 2" MAX - T 16" MAX O.C. —{ 2" MAX Lam— I` I L 2'- MJ/ 16" OMAX O.C. 72" T— MAX FRAME HEIGHT X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW - DESIGNER EXTERIOR VIEW FLANGE&FINLESS INSTALLATION FLANGE &FINLESS INSTALLATION SEE CNART 41 FOA SMALLER UNITS nEQUTAED ANCHORS SEE CHART I7 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2 3 MAXIMUM FIXED D.L.O.: 49 3/8' X J2 1/2". HARDWARE SCHEDULE LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL KLE BALANCE AT JAMBS. F[VISIMIS REV DESCNu-I'MI 1111E 1 APPROVED A I REVISEO ANCLIDR SPACING k CHARTS O)/II/16 RL. B REVISED GLASS 10/02/17 1 R L CH RT All Number of anchor locations required Frame Frame Width In Height 18.00 24.00 36.00 3Qo0 42.00 1 48.00 61 W in) Head I Jamb Head, Jamb Heed Jamb Head Jamb Heed Jamb Head I Jamb Head Jamb 24.00 2 1 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 I8.00 2 41 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 S 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 1 4 1 5 72.00 2 6 1 3 1 6 1 3 1 6 1 3 1 6 1 4 1 6 1 4 1 6 1 4 1 6 t SIGNED. 1211412017 MI WINDOWS AND DOORS, LLC 6SO SSTREETT MARKET11 L)IIII/I,, J\ GENS GRATZ,PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 5X 72" HON—IMPACTFLANGGE 4TAMO`F"','_ k FINLESSELEVATIONS2Dt, O'PF•'lOR1OP• ' DRAWN WJCN0. RN N.G. 08 E549 B i/S401YA 11 t G• 50 Iu,ENTS12/29/14 2', OF 11 11 L. ROBERTO LONAS P.E I412n000FORDRDLEvaSVaLCNC2T023 130 6W 0609 lamllu131 bIIiilDaa+nl Luis R. Lomas P.E. FL NO.: as 52" MAX FRAME WIDTH 2" MAX 10" MAX O.C. 2" MAX 2" MAX 1_ 2• 10. TO" MAX O.C. MAX O.C. 72" 72' IIMAX FRAME IA ME HEIGHT , HEIGHTT 52' MAX FRAME WIDTH F- 10" MAX O.C. X X lu3AX— -2—LI I.=- 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #Z FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART' 42 FOR-WALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE NOTES:. 1. MAXIMUM SASH SIZE: 51" X 36" 2. MAXIMUM SASH D.L.O.: 47 5/6" X 32 1/2' 31 MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". HARDWARE SCHEDULE EP LOCI( AT 8' FROM EACH END TACKLE BALANCE AT JAMBS RLVIS4b4 REV nEscud-low I DALE I APPROVED A REVISED ANC110R SPICING K CIURIS 07/11/16 R.L. 2 MAX B REVSED GLASS 10/02/17 R.L. CHART#2 Number of anchor Iocallons required Frame Frame Width itn eight on) 18.00 H d S I Jamb 1 24.00 H A S Jamb 111 00 H d S Jamb 1 36.00 HAS Jemb 42.00 HAS J&mb 48.00 HAS Jemb 52.00 HAS Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 60.00 1 3 1 7 1 3 1 7 4 7 5 7 5 7 6 7 6 7 66.00 3 6 3 8 4 8 5 B 1 5 1 6 1 6 6 6 8 72.00 3 8 3 6 4 B 5 B 5 6 6 8 6 8 SIGNED: 1211412017 MI WINDOWS AND DOORS LLC 650 MARKET T 11IlIl/r vJ\S CEN,g9Uii GRATZ,SPA 17030 50370T 10y 6}•• *4= FiArOi' SERIES 165 ALUMINUM SINGLE IIUNG WINDOW 52" X 72" NON -IMPACT FIN ELEVATIONS qD $STATE OF OAF•(ORIOP•\ CUM$' DwGW. REV 0B B/IVA 101 Luis R. Lomas P.E. FL No.: 62514 SCALE NTS onE 12"at' 29/14 3 OF 11 L. ROBERTO 10LpS P.E 1432"I)ODFORORDLEvasvaLEAIC2702a 434 604M 4bn u&ww*".Nm e 1/2" MIN I REV oEsefid wo a.11 AM-RMFD I EDGE DISTANCE I A REVISED AW.mOR SPACING d CNARIS !//11/16 R.L. WOOD FRAMING I 1 0 REMSED GLASS 10102/ 1) Its. OR 2X DUCK BY OTHERS 1 1/4" MIN EMBLDMEN1 BACKER ROD — - — 1/4" MAX. _ do APPROVED SEALANT SHIM SPACE II III 010 WOOD SCREW 1 F.MSED MIN. EDMEN7 1/2• INTERIOR MIN EDGE OISI-ANCEE 10 Yt001 D J / SCRFvt WOOD FRAMING J/ OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD Ac APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED 01 APPROVED STRUCTURAL SEALANT 1/4- MAX. SHIM SPACE tVOOD FRAMING OR 2X BUCX INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W1[HAS] AtE2112 1/ 4• MAX. SIIIM SPACE. INTERIOR BACKER APPROVED EXTERIOR RSEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI LLC R II Ip, 9% 650WEWINDOWSMRETSTREETGRATZ, PA 17030-0370 r,•'\GEN&'. o,. 6VO+ t SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT tA FLANGE INSTALLATION DETAILS STAT i FSs. .R10 '.'S\ arcDD. RB N.G N.G. 08-02549 n9/0NA 11 LUIS R. Lomas P.E. a1[ sh[n NTS12/29/14 4 OF 11 LAWERTOLOYASPE. 14W WOODFORD RD LI:WISWLLE, NC 2AIM FL ND.: 6os 25143-t-M•De09 Igom bbrrurp.can METAL STRUCTURE BY OTHERS APPROVED SEALANT 1 /2' MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE It psi ` 010 SMS OR SELF DRILLING SCREW INTERIOR lEXTERIOR SILL TO BE SET IN A BED of APPROVED STRUCTURAL BACKER ROD SEALANT k APPROVED SEALANT 1/4- MAX. F SHIM SPACE MEW. STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIONED INACCORDANCE WITH ASTM E2112 REvWlImS REV DESCAiFnON OAU "rwOVcn A REVISED ANCHOR SPACING @ CrIARTS 07/11/Itl R.L. B REVISED CLASS 10/02,117 RI. 1/4' MAX. SHIM SPACE y 10 SMS oR INTERIORSELFDRILLING SCREWS 1J MIN. EDGE DISTANCE T-/ I EXTERIOR. METAL S1RUCTURE BACKER RODBYOTHERSkAPPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS AAAWM N.G. 08-02549 C"T NTS 0"1E 12/29/14 144O5• OF I1 L ROBEATOLOYASP.E. t432WD0DF0RD RD LE WISVJLLE NC 27= 494•689-ow lownAsowmeap. mm SIGNED: 1211412017 lR ! I I' 1/q p" PAT SEOF ; w 15; B j/DNA 11 Luis R. Lomas P.E. FL No.: 62514 o L _ 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° p 1 1/4' MIN. OPTIONAL 1X BUCK ' ' ° EMBEDMENT SEE NOTES 3 — 7 SHEET 1 I 1/4' MAX BACKER ROD SIIIM SPACE do APPROVED v \ SEALANT 3/16- TAPCON INTERIOR EXTERIOR 1 1/4- •IAIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS r 3/16" TAPCON rllwwns IXSI:MIPIION Wtt I APPROVIO REVISED AWr1OR SPACING & CIARTS 01/11/1E 1 R.L. REVISED OLISS 1 10/02/17 IRL. 1/4- MAX. SHIM SPACE. 0 V v 2 1/2• IAIN. EDGE v DISTANCE I INTERIOR BACKER EXTERIOR ROD b. APPROVED OPTIONAL 1X BUCK SEALANT SEE. NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL CONCRETE,VASONRY INSTALLATION SILL TO BE SEl IN A BED OF NOTES: 1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, BACKER ROD APPROVED NOT SHOWN FOR CLARITY. A APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANIBYOTHERS TOBE SEALANT SEALAN I DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED., 1211412017 OPTIONAL IX BUCK 1/4- MAX. MI WINDOWS AND DOORS, LLC 111t111I111 SEE NOTESHEET 1 SHIM SPACE 650 WEST MARKET STREET GRATZ, PA 17030-0370 s L O• /*,e, GENSF:+ CONCRETE/ MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW t1 O #=_ BY OTHERS 52" X 72" NON —IMPACT 44TAT VO FLANGE INSTALLATION' DETAILS pR41vN• CIG ND. REV A ORIOP G\' 08 02rxsENTSwttt2/29/ 1 4 69OF 11 VERTICAL CROSS SECTION L ROBERTOUAIASRE. Luis R. Lomas P.E. COAICRETE,MASONRYINSTALLATIONP432VA3"Q4ORDLENISVILLEAC2702i 43.&W, W 4D#A#6sbma"cam fl NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTiiERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2' MIN EDGE DISTANCE 1.40, SPACE 910 WOOD SCRFW SILL 10 BE SET IN A BEd OF APPROVED SIRUCIURAL SEALANT 1/4" MAX. SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 7 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4' MIN. EMBEDML'N1 L_ 1/2' MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAIAING OR 2X BUCK BY OTHERS RMSM3NS REV DESCWTON DAtE .WYN A flEV15ED ANCHOR SPACINO k CHARTS 07/I1/lo R.I_ B I REVISED CLASS 1 10/02/17 1 R L 1/4' MAX SHIM SPACE INTERIOR EXTERIOR RACKER ROD Y APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAIN: N0. N.G. 08-02549 SCALE NTS 1 "'E 12/29/ 14 1 S" EEl 7 OF 11 L ROBERTO LOMAS P.E. 1132 WOODFORD RD LEMSOLLE, NO 27DT3 434-MOS09 RWnu MnnuspR mm SIGNED: 1211412017 R I IL O//' GENSF' 0 5 *! A. TAT OF O FiS 0R10* A' OL` Luis R. Lomos P.E. FL No.: 62514 MEIA.L STRUCTURE BY OIIIERS APPROVED SEALANT 1/2' MIN EDGE DISTANCE 1/4" MAX SHIM SPACE w — .. OR SELF DRILLING SCREW R SILL TO BE SET IN A BED OF APPROVED SIRUCIURAL BACKER ROD SEALANT APPROVED 1/4" MAX. SEALANT SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURF INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARII Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 pmsfoNS 0£i[RiPIaN W1£ APPRDVED REVISED ANI:ROR SPACING Q CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. 1/4' MAX. SHIM SPACE 10 SMS OR . SELF DRILLING pNII INTERIOR SCRCWS 1/2' MIN EDGE DISTANCE 1 EXTERIOR LIEIAL BACKER ROD STRUCTURE ll APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS GLUM. Dire RD. N G. 08-02549 s£x£ NTS a1£ •12/29/14 15MESS OF 11 L ROBERIOLQUASP.E 1432WOODFORD RD LCWISVILLE, M: 27W3 4344M-0603 10mws*Plaruapa rom SIGNED: 1211412017 0'/ 4.1 9U+ cc — TAT E OF ; kipiiOFSP(0R10P *A Luis R. Lomas P.E. FL No.: 62514 2 1/2• A11N, EDGE DISTANCE CONCRETE./MASONRY IBYOTHERS •• n -r -- e• 1 1/4• MIN, OPTONAL IX BUCK ° EMBEDMENT SEE NOTES 3 - 7 - rSHEET1 i 1/4- MAX. BACKER ROD - SHIM SPACE APPROVED SEALANT 3/16" IAPCON INTERIOR EXTERIOR 1 1/4" MIN. EMBCDMENT CONCRETE/MASONRY - \ BY OTHERS 3/16- TAPCON 2 I/2` MIN. EDGE DISTANCE 1 REVKIDNS DEECRIPLDN DAIS I APPRMED RLVISED ANCHOR SPACING h CHARTS 07/It/IB N.l. REVISED CLASS I 10/02/17 I R.L. OPTIOW,L 1X BUCK SEE. NOTES 3 - 7 SHUT I 1/1' MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR 8 APPROVED SEAL AN1 JAMB INSTALLATION DETAIL CONCRET&AMSONRY INS TALLA T10N SILL. 10 HE SET BACKER ROD 8 APPROVED IN A BED OF APPROVED NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, SEALANT S I RUCTURAL NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL IX BUCK 4- MAX DESIGNED INACCORDANCEWITH ASTME2112 SIGNED: 1211412017 SEENOTE3 - 7 SHIM SPACE SHEET I MI WINDOWS AND DOORS, LLC 0%jlIIIrNI// CONCRETE/ MASONRY 650 WEST MARKET STREET GRAT2, PA t7030-0370 5 L. 4/ / r •'\ GEiq* 9 ;y ' 0 BY OTHERS a SERIES 185 ALUMINUM SINGLE HUNG WINDOW 61 4. . 52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS B•?+ r= TAT Of tv er , i. P•'cLORIO;• DRAW.: N. G. DWG NO 08 REV 8 VERTICAL CROSS SECTION wa 549 NTS 12/29/14 g OF 11 ipNAL 1111111/ CONCRET& A44SONRYINSTALLAT/ON L. RWERTOLOMOPE 14VHCODFORDROLEMSVILLEAC2= Luls R. Lomos P.E. FL No.: 62514 4344M•OSGD 9nss®HnnvP a n) APPROVED SEALANT BEHIND FIN 7/16• MIN pp EDGE DISTANCE L5Y INTERIOR t EXTERIOR 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4" MIN, EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE 18 WOOD SCREW cmoc+mu. VERTICAL CROSS SECTION WOOD FRAMING OR 2X B" INSTALLATION REYK1oms DC9 wIIoN DATE A"DVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. WOOD FRAMING 1/4• MAX , SHIM SPACEBY01HERS 18 WOOD SCREW INTERIOR 1 1/4• MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16' MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1/4" MAX 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 11111Ifill/// J\S L01////i WOOD GRATZ, PA 17030-0370 GENSF9`P FRAMING BY OTIIF,RS SERIES 185 ALUMINUM SINGLE HUNG WINDOW z *• o, 8Q61 1t= 52" X 72" NON -IMPACT CF FIN INSTALLA71ON DETAILS O TATE OF DIIAW. Lxvc we FSs;I= 0R10\ N G 08-02549 1NAWEENTSpA1C12/29/14 SI-L- 10 OF 11 L ROBERTO LOIAOtS P.E Luis R. Lomos P.E. 1432V% ODFORORDLEINSVILLE.NC2MM FL No.: 62514 T— -F 2 3/16- 13/1 FLANGE FRAME HEAD CM-18501 ALUMINUM 6083•T5.050' 17YCK 2 5/16- --I FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055' THM.K 1 1 1 3/4- LOCK RAlUSTILE CM-18505 ALUMINUM 6063-T5.062' THICK L_II 1/B. GLAZING BEAD CM-18535 RKi10 PVC.W-THICK 2 r/16_ FLANGE FRAME JAMB CM-18503 ALUMINIUM 6063-T5.050' THICK FINLESS FRAME SILL CM-18534 ALUMINUM 6063-TS.055' THICK 1 7/lfi i-F i 2 5I/ 16- t L SASH BOTTOM RAIL CM-185SS ALUMINUM 6063•T5.050' THICK 11 3/B 15/tb" SASH STILE CM-18507 ALUMINUM6063-TS 05D'THICK fj 2 3/16" 1 1 5/tfi' 1 FINLESS FRAME HEAD Cb/-18553 ALUMINUM WO-T5.050' THICK 1 2 3I 16" 7 FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5.050' THICK 2 5/16" --I l 2 3/16- - 3 3/4- 2 5/ 16" FIN FRAME SILL FIN FRAME HEAD CM-10509 CM-18SOB ALUMWUM6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK 2 3/B" F I ' 2 3/16- MEETING RAIL FIN FRAME JAMB CM 18504 CM-18510 ALUMINUM 6063-T5.055' THICK ALUMINUM 6063-T5.050' THICK REV610M5 D[SCRiPIWw DATE I APPON D REv15ED 4NCMOR SPACLING 6 CKARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. 1/8- ANN. 1/13- ANN. 1/8" ANN. 090 PVR BY KURARAY IAETAL REINFORCED BUM SPACER fXTER/C1A INTERIOR 1/2" BITE Iu CT SETTING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS N.G. 1 08-02549 SCALE NTS pA71 12/29/14 1 51C1111 OF 11 L. R010-RIOLCIMAS P.E. Nod NUODFORD RD LEWISVILE AC 271W 4344804609 AovanybtMwptmm SIGNED. 1211412017 S 1R 11L 0 1'// J • e. v GENSF •'i 0 51 * = T OF , O . 41Z, Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.or°a/pr/pr app_dtl.aspz?param=vGEVX...' ae ,t Business & Professional -Regulation BC6 home I tnq In User Registration riot ToPim I Submit Surcharge Stats !1 facts PiAntations FSC Stall KS S'ae Map Wks 1 Search i a r 0USo : Pati Approval i USER: Pudk Userdb EmdUCt 2111Rvel IACW > eW4tC..pLftppptbn Search > apgkAtlon Lis > Applimtion Oetaa FL C FL15349-R10 Application Type Editorial Change 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 bsidinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Usting Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Mardcopy Received Referenced Standard and Year (of Standard) Standar Year AAMA 506 2011 AAMA/WDMA/CSA 101A.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1 of 3 4/ 132018, 7:2 l AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVX... ' Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/26/2018 03/26/2018 03/27/2018 FL S ! Model, Number or Name Description — 15349.1 1 185 PW' 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 RIO C CAC APC 12786,12787.odf Approved for use outside HVHZ, Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/03/2023 Design Pressure:.+60/-60 I Installation Instructions Other: CW-PG60 FLIS349 R10 li 08-023578.odf i IVerified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports 1 FL15349 RIO AE 5131248.odf r —.*.w k., t..ae..e,.A—'M!: A o-- - ve i t115349. 2 185 PW 1159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ.- No FLIS349 RIO C CAC APC 15350.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-SS Installation Instructions i Other: R-PG55 FLIS349 RIO IT 08-02949.odf I Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL1S349 RIO AE 513783.odf 1 Created by Independent Third Party: Yes Ii 72 x 72 Insulated Laminated Glass115349.3 1 185 PW Impact -- V-- Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FLIS349 R10 C CAC APC 154S4.oddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 RIO 11 08-02948.2df consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports LL15349 R10 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact — i 159 x S4 Triple CHS Insulated Laminated Glass Limits of Use - — Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10_C_CAC APC 8272.odf I Approved for use outside HVHZ: Yes FLIS349 RIO C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-SS 101/24/2021 Other: FW-RSS, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior -spacer - 3/32" annealed F.,15349 R10 II 08-016148.odf' 0.090 Solutia PVB / 3/32" annealed. Glass was, bedded In Verified By: Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10-AE S12278B.pdf Created by Independent Third Party: Yes 1S349.S 1 185 PW Impact j 96 x 60 Insulated Laminated Glass Limits.of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW=LC55, Missile Level D, Wind Zone 3: Glass consisted of 5/32"annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Safiex-HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. Certification Agency Certificate FLIS349 RIO C CAC APC 7962.odf Quality Assurance Contract Expiration Date 12/0S/2020 ' Installation Instructions FLIS349 RIO II 08-016138.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018. 7:21 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtI.aspx?param=wGEVX... ' FL1 4 j Q E 512277B.df f Created by Independent Third Party: Yes Back fiert Contact Us :: 2601 alarr Stone Paad. Tallahassee FL 12399 Phone. SSO-4a7-1824 The State of Flora Is an AA/E_O employer. Cocvrnht 2007-2013 State of Florida.:: Privacy Statement :. ACMS&8ty Statement :: Refund Statement Under Florda law, emad addresses are public records. If you do not want your a-mai address released -response to a pubk-,ecords request, do not send electronic mall to this entity. Instead, contact the cake by phone or by tradbonal mad If you have arty questions, please contact 850.487.1395. `Pursuant to Section 455.275(1),.Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the oepartment with an email address f they have one. The emads provided maybe used for official communication wththe licensee. However ema8 addresses are public record. If you do not wish to supply a personal address, please provide the oepartment with an email address.which can be made available to the public. To determine If you area kensee under Chapter 455. FS., please CA* MM. Product Approval Aampts: Credit Card Safe 3 of 3 4/13/2018, 7:21 AM' NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2' OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. 'WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS N07 USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS otsoffnm DAM APPROVED REVISED INSTALLATION DEIAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/18 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD. MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90.WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSVFU-52KSI OR ALUMINUM 6063-T5 FU-30KS1 .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. I TABLE OF CONTENTS 1 SHEET NO. 1 NOTES 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS DOORS, LLC 0 W. MARKET GRATZ, PA 17030 v••\GENS. Tt• 0,.8 5 1= SERIES 185 ALUMINUM FIXED WINDOW 73' x 72" NON -IMPACT c!E` NOTES o , $TAT OF PFiS ; [DRM'r_ GODRAWN. D" N0. REV 08-002357 B Tula R. Lomas P.E. FL No.: 62514 sauNTS aE 09/03/14 01 OF 12 L. RWRTOLOLLASPEt ru2WOODrORDRDLFKISvnLE. Nc27o2s 434- Ob0008 rMrrutB'k4rwaur mnr 72 1/2" MAX FRAME WIDTH NEV14Dn5 REV DESORPTION WEA MIOVED 6' MAX—i---f- 18' MAX O.C. --I 6' MAX A REVISED INSTALLATION DETAILS 06/07/15 1 R.L. NOTES: 1. MAXIMUMULO: 69_V4'X663V4' B REVISED NAME AND ADDRESS 10/27/16 1 R.L. CHART 11 18" j Number of anchors required without d Id frllery MAX O.C. Rama Rama lAlhIn1 H41001 2ADD 36.00 3600 42.00 I100 S4.00 0.00 Saba 7LA0 On) HAS anlD HAS m0 HAS Jamb HAS J&mb HAS Jamb HaS Jamb HAS jamb Ha9 Jamb HAS Jamb 24. 60 2 1 2 1 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 0. 00 2 2 2 2 3 2 3 2 3 a 4 2 4 2 4 2 5 2 71 1/2' 3A00 2 J 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 S MAX 42.00 2 3 2 3 3 3 33 3 3 4 3 5 3 5 3 0 3 FRAME 44.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 6 3 6 3 HEIGHT SAM 2 4 2 4 3 4 3 4 3 4 4 4 6 4 e 4 7 4 5 e000a4a343S254bsSe57000 2 4 2 4 1 5 3 s 1 0 4 e S e 6 6 7 e 71. 50 2 6 2 5 3 S 3 6 3 6 4 6 7 0 7 7 r REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 81 & 02 EXTERIOR VIEW CHARTa2 FOR NUMBER OF ANCHORS REQUIRED Number o/anehors fegulfed with r1 Id Bll 72 1/2" MAX FRAME WIDTH Rya Ram* Y 1410 (in) 6 MAX IS' MAX O.C. IEIIOM 24.00 3e.00 Scab 42.00 4100 f.1.00 e0.00 ted0 7Lb0 I 6• MAX on) HAS smD HAS amD HAS am0 HAS amD HAS Jamb HAS amD HAS Jamb HAS mD HAS m0 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 30. 00 2 2 2 2 3 2 3 2 3 2 4 a 4 2 4 2 6 2 31. 00 x 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6 j 4100 2 3 Y 3 3 3 3 3 3 3 4 3 4 3 4 3 S S FW.00 Y 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3 04 00 2 4 2 4 3 4 S 4 3 4 4 4 4 4 4 4 S 4 0000 2 4 2 4 1 4 3 4 3 a 4 4 4 1 4 4 S 4 L 1111,00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 1 s 4 71 1/2' 18• 71.80 2 6 Y 5 3 5 S 5 3 5 4 5 4 1 S 4 1 b 1 S 6 MAX MAX-T- 0 C. FRAME SEE SHEETS 4.7 FOR INSTALLATION DETAILS HEIGHT I j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & # 2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REOUIRED DESIGN PRESSURE RATING IMPACT RATING 3: 60.0PSF NONE III WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION & CHARTS J. L. 1 1 08-02357 Scut NTS I M4TE 09/J/141 sNccr2 OF 12 L ROBERTO LLYAAS AE 1432 VAv0FOR0 RD I EINSVIll E. M027OW 434. 661-06179 rponosawww5pe am SIGNED: 1111512016 S 1a ! to i 0 6t 9E OF ; C oONA j1S: `N\ Luis R. Lomas P.E. FL No.: 62514 71 I Ff HE 6' MAX 71 1/2- MAX FRAME WIDTH I I 18' MAX O.C. L j 18' j MAX 0 C. T- 1/2' LAX AME IGHT 6' MAX REFER TO CHART 13 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX 18' MAX O.C. 6" MAX j MAX O.C. 71 1/2' MAX FRAME ' HEIGHT I REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERfORWEW DESIGN PRESSURE RATING IMPACT RATING f66.0PSF NONE NOTES, I. MAXIMUM D L.O.: 69,Y4' X 68 Y4' 6n4sDHs MV DOmpf" OAR I gff*3 TD A REVISED INSTALLATION DETAILS 00/01/15 1 R.L 8 REVISED NAME AND ADDRESS 1 10/27/16 1 R.L. CHART /9 Number of anchors required ffin Installation) ' Rams Funs rlelh In) IbIghl 14.00 1 Moo 1 30.00 42.00 1 40.00 64.00 1 a0.00 0a.00 1 73.80 Ila) HAS Jambi HAS Jambi HAS Jamb HAS Jambi HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 31.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 5 3 3000 3 1 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 3A00 3 1 3 3 3 3 1 1 3 4 3 5 1 5 3 6 3 3.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 6 4 0 4 40.00 3 4 3 4 3 4 4 4 4 4 4 4 6 4 6 4 6 4 64.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4. 5 4 6 4 00.00 3 5 3 5 3 6 4 6 4 S 4 5 5 5 5 5 6 5 06." 3 5 3 5 3 6 4 5 4 5 4 5 6 S 5 5 6 5 f1.60 3 0 3 6 3 6 4 6 4 0 r 4 0 6 6 6 6 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN ELEVATION & CHART aawN: 7HaJ.L. 08-02357 osaltNTS "tt 09/03/14 --3 OF 12 1. WWRIO LOOMS P E WW w000FOR0 RD LEWSVILLE AIC P70M 430666060! aLY/LL!(4}IlalQa0001 SIGNED: 11/15/2016 G NSF ,LP 0 81 STATE OF ; 4a F•. OR10? • b j*ONA 11EaG\ Luls R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. 1 EMBEDMENT 1/4" MAX. BACKER ROD Si um SPACE k APPROVEO SEALANT jJ10 WOOD SCREW EXTERIOR INTERIOR 010 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE LL WOOD FRAfAING 1 1/4' MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE TI- 1/ 2" MIN. EDGE DISTANCFAL E INTEJ71OR10 WOOD I SCREW WOOD FRAMING . - EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INS TALLA7101V 3/4' MIN METAL EDGE DISTANCE STRUCTURE BY OTHERS 1/4" MAX. nn SHIM SPACE 11 BACKER ROD 4E APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL - STRUCTURE BY OTHERS 1 3/ 4' MIN. EDCE DISTANCE 10 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCRD4 RIGID FILLER 1/4" MAX. SHIM SPACE. d IFFF il- 3/4" MIN CUGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" M4X. r SHIM SPACE INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REv MCR& I" 0.1c APAiWED A NLVISED IIISIALL•TION DETAILS 06/01/1S R.L. R REVISEI/ NAME AND ADDRESS 10/21/16 RL. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED., 1111WO16 MI WINDOWS AND DOORS, LLC 6KET ST. GRA Z, PA 17030 Nv1+11111Iv,, J\S GENSR F.pi SERIES 185 ALUMINUM FIXED WINDOW 0 5 73" X 72" NON IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS yD TAT OF Lug DRAWN: OAC N0. REV i;,DO1• g 10000J.L. 08- 602 57 B A/ONA11\ w1t NTS09/03/14 4 OF 12 L. ROGERIO IOLMS P.E. 14V WOODFORD RD LEWISWLLE, NO 270n Luis R. Lomas P.E. FL N 62514 434 Cs00809 /Wrns6*%%meg4.Nn Q.: REVWoms REV— OESCR,PIIDN D•lE A"CVED 2 1/2• MIN. A RLV,SED INSTALLATION OEIAILS 06/01/15 R.L. EDGE DISTANCE 11 REVISED WME MO ADDRESS 10/27/16 RL, CONCRETE/MASONRY — By OTHERS 6• n ' 1 1/4" MIN. EMBEDMENT nOPTIONAL1XBUCK n EMBEDMENTSEENOTES3 — 7 SHEET 1 CONCRETE/MASONRY HACKER ROD I/4" MAx. BY OTHERS 1/4' MAX. d& APPROVED SHIM SPACE 1 SHIM SPACE SEALANT OPTIONAL Ix BUCK SEE NOTES 3 — 7 SHEET 1 3/18" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER ROD 3/16' TAPCON h APPROVEO SEALANT 1/4' MAX. 2 '1/2" OPTIONAI. tx BUCK SHIM SPACE SEE NOTE 3 — 7 f EDGE SIIEET 1 DISTANCE EXTERIOR i I CONCRETE/MASONRY iS. BACKER ROD APPROVED BY OTHERS e . 1 1/4" MIN. SEALANT o CMBEDMENT IAMB INSTALLATION DETAIL n e'T CONCRETEAMASONRY INSTALLATION 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCREMM.4SONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 11111II11/AAAgR• LO,i E N,p: GRATZ, PA 170.30 G ;+' NOTES., SERIES 185 ALUMINUM FIXED WINDOW qL•'0 5 * _ I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. 73" X 72" NON —IMPACT yNOTSHOwNFOACLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS pO''"•: 88$$TAT OF2PERIMETERANDJOINTSEALANT8YOTHERSTOBE DESIGNED INACCORDANCE WITH ASTM E2112 DRUM. arc Ro J.L. OB--s0 357 a ONA11E SCALE NTS oge 09/03/14 5 OF 12 L.ROBERTDLLIMSAL lull R. Lomos P.E. ImWGOOFORDRDLEMSO.I.E•MCP1021 FL No.: 625144.w 6w oSw /mm;f> lDR eao WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 1/4" MIN. METAL EMBEDMENT STRUCTURE BY OTHERS TERf 1/4" 1.1AX. BACKER ROD SHIM SPACE 13ACKCR ROD - APPROVED SEALANT RIGID FILLER APPROVED SEALANT 110 WOOD SCRLIv EXTERIOR OR EXTERIOR IN 10 WOOD SCREW RIGID FILLER BACKER ROD do APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4- m111OR2XBUCKEMBEDMENT BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMWG OR 2X BACK INSTALLA77ON . 1 1/4' MIN. 1/4" MAX. EMBEDMENI SHIM SPACE 1— RIGID FILLER t/2' MIN.FEDGEDISTANCE INTERIOR I BACKER ROD - 4 APPROVED SEALANT MEIAL- STRUCTURE BY OIHERS 3/4" MIN. EDGE DISTANCE L J/4' MIN EDGE • DISTANCE 1/4" MAx. h SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF GRILLING SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. r SHIM SPACE RIGID FILLER I /_ INTERIOR 110 WOOD n Q10 SMS OR - SCREW SELF DRILLING SCREWS WOOD FRAMING J EXTERIOR METAL EXTERIOR OR 2X BUCK BACKER ROD STRUCTURE BACKER ROD BY OTHERS & APPROvED BY OTHERS & APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION XEMSIONS Rl' DLstenroll Orr AMOYED A REVISED INS7ALLATIOPI DETAILS D6/111/IS R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE M774 ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 111ta 0DrCilRN J. L. 08-02357 B SML NTS 11111E 09/03/14 5nTL16 OF 12 L ROSERTOLOMASP.E 1A. T2 WOODFORD RD LCOTSNLLE NC 2T023 4344l04m nm A"&*Una%;.v mn SIGNED: 1111512016 1RIILow' i 0EIV,q p4TATOVOF Lrs / DNAO aG\'\C Luigi R. Lomas P.E. FL ND.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD APPROVED SEAT ANT EXTERIOR BACKER ROD - APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE o + 1 1/4• MIN. I EMBEDMENT 1/4' MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16• TAPCON RIGID, FILLER I1/4" MAX. SIIIM SPACE L 11 1 1/4' MIN. EMBEDMENT d 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION flEVi510115 KY DESCII01" M,iC APPROVED A REVISED INSTALIATION DETAILS 00/01/I5 R.L. 8 REVISED NAL1E AND ADDRESS 10/27/16 1 R.L. 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPf10NAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/ 16` TAPCON 2 1/2" MIN. EDGE DISTANCE NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOIVN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM F.2112 v 1/4• MAX. v SHIM SPACE RIGID FILLER INTERIOR i EXTERIOR JD ACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET SVASONRY INSTALLA TION SIGNED: 1111512016 MI WIND DOORS, LLC R flLoj(/// oww MNDK J\SGRATZ, PA 17030 1 ,••GEN'p s% 0 5 *- SERIES 185 ALUMINUM FIXED WINDOW 7LL X N NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS d ETAT OF 4- z: i' •'c[OR10P• ";$ CRp1N D•c rb. RLv OB B sS/oIVALIeaG\` sraLE atE 502Y357NTS09/03/14 7 OF 12 LUlat R. Lomas P.E. FL No.: 62514 L. ROBERTOLOLLAS P.E. 1439 W009FORD RD LEWTSVILLE. NC P70P3 431404M dWAXIOWWOW.CWn 1/2' MIN. EDGE DISTANCE WOOD FRAMING . OR 2A BUCK BY OTHERS 1 1/4- MIN. EMBEDMENT 1/4" MAX. BACKER ROD & -- SHIM SPACE APPROVED SEALANT BEHIND FLANGE 110 tV00D SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING MIN. OR 2X BUCK MENT BY OTHERS 13E 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAM1MG OR 2X SUCK INSTALLATION 1 1/4" MIN. _ III---_ 1/4" MAX. EMBEDMENT 1 I II SHIM SPACE T- I/2' IN. EDGE OISTANC 1 INTERIOR 10 WOOD — SCREW WOOD FRAMING J EXTERIOROR2XBUCK RY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION 3/4" MIN COCE DLSIAN(:E STRUCTURE BY OTHERS _ 1/4_ MAX. r SHIM SPACE BACKER ROD & APPROVED SEALANT BEHIND FIANCE J 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR JIO SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT / BEHIND (LANCE 1/4" MAX. F SHIM SPACE mETAL\ r,...._. N I STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 3/`" MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS SHIM SPACE RLV"QS RN DESCIt"ON IM7[ APPROVE. A RMSEO ul61ALUDON DETAILS 06/01/15 JR.L. d 1 RIVISED NAME AND ADDRESS 1 10/27/18 1 RI. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOIvN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TA! E2112 INTERIOR SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 01111H/I/// RENo' i9GRATZ, PA 17030 J 5 4F 1P SERIES 185 ALUMINUM FIXED WINDOW 0 73" X 72" NON-IMPACT4DETAILSWITHOUTFILLERSATROF EXTERIORFLANGE INSTALLATION 0 iF1;:,CORID, BACKER ROD & W4tvN: obc No. REV APPROvEn 08 357 B i/ BEHIND SaLNTS wE 09/03/14 sM 8 OF 12 1 JAMB INSTALLATION DETAIL L RODERTOLOMASP.E, Luis R. Lomas P.E. METAL STRUCTURE INSTALLATION u32%0Wr0ROROLE•WlSV LENC27W3 FL No.: 62514u.des v».oao RflRSgNi REV D(SCRIITION MIE P"itovEp 2 1/2 MIN. A REVISED INSIALLAIIDN DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS e T"• 1 1 /4 • MIN. 1 1/4• MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY - BACKER ROD & 1/4• MAX, SHIM BY OTr1ERS APPROVED SEALANT SPACE Q SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK — SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER ROD & I/16• TAP.CON APPROVED SEALANT BEIIIND FLANGE OPTIONAL 1X BUCK 1/4" MAX.2 SHIM SPACE 1/2" MIN. SEE NOIL• 3 — 7 EDGE v SHEET I DISTANCE EXTERIOR CONCRETE/MASONRY I BACKER ROD do BY OTHERS 1 1/4 MIN APPROVED SEALANT b a e• ENT BEHIND FLANGE JAMB INSTALLATION DETAIL e 2 1/2* MIN. CONCRET&MASONRY INSTALLATM EDGE DISIANCE VERTICAL CROSS SECTION CONCRETE4I4ASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 0%kIIILIIII// 650 W. MARKET ST. PA J\5 R LO/IN/" 9,1GRATZ, 17030 GENg NOTES. SERIES 185 ALUMINUM FIXED WINDOW 0, 6125 +t = I.DJTERIORANDEXTERIOR FINISHES. BYOTHERS, 73" X 72" NON -IMPACT T NOT SHOWN FOR CLARITY 2 PERIMETER ANDJOINTSEALANTSYOTHERSTOBE FLANGE INSTALLATION DETAILS WITHOUT FILLERS f STATIDESIGNED IN ACCORDANCEWTHASTME2112 party. orc Np. REv 5wiiO•• c(OR10l' iFS••...• G OB-SO n357 B Z SONALIEI\ sole a1c NTS09/03/14 9 OF 12 L" ERTOWWSPE. t432NDODFGRDRDLEINSVILLE; ACtT02! LUIS R. Lomoe P.E. FL No.: 62514 3.4670609 tOonrJ Llonutpacom Aw WOOD FRAMING QR 2X BUCK BV •OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. F EMBEDMENT 1/4• MAX. SHIM SPACE RIGID FILLER 11D WOOD SCREW METAL SIRuC1URE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4" LAIN EDGE DISTANCE m 1/4- MAX. SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 110 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER LTAPPROVEDSEALANT 1/4" MAX. APPROVED SEALANT I BOUND FLANGE SHI1.1 SPACE BEHIND FLANGE 1/4" MAX SHIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. METAL STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 3/4• MIN 1/2" MIN EDGE DISIANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRLCTURE INSTALLATION IVOOD FRAMING OR 2X BUCK INSTALLATION r ' 1 1/4" MIN _ 1/4" MAX. EMBEDMENT -I r SHIM SPACE 1- I I RIGID FILLER 1 /2" MIN. ' EDGE DISTANC • / 1 INTERIOR 3/4" MIN. EDGE DISTANCE li 10 WOOD - / 10 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING OR 2X BUCK EXTERIOR METAL BY OTHERS STRUCTURE BACKER ROD & BY OTHERSAPPROVEDSEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKWSTALLATTON 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR REW9016 REV DLSCRIPnoN QQE I APPRO)TD A REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED M WE AND ADDRESS 10/27/16 R.L. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Eli 12 SIGNED: I ilw2m MI WINDOWw DOORS, LLC"\5AETMNDKS1. BACKER GRATZ, PA 17030SERIES185ALUMINUMFIXEDWINDOW1*• 5/1A,-* 73" X 72" NON -IMPACT 1 10/' v 97. EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS p0•$TAT Of ROD & oval ors No RLV i'OFs; (OR10o APPROVED ANT OB 35 B ONA 1BEHINDFIANGEcu51n0OF12sENTSatE09/03/14 JAMB INSTALLATION DETAIL L ROBERTO La1AS P E. Luis R. Lorrloe P.E. METAL STRUCTURE INSTALLATION 1432NVO0FORDADLELNSVXLEAC27023 FL No.: 62514 34,02Co,,, CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEAIANTNGBEHINDFLAE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL, IX BUCK - SEE NOTE 3 - 7 SHEET 1 CONCREIE/MASONRY - BY OTHERS 2 1/2" MIN. _- IEDGEDISTANCE R1V610M5 RLY MscitmooN OAIE MW..oVED 1, 1 REVISED INSIALIAIION DCIAILS 06/01/t5 R,L. B REVISED NAME AND ADDRESS 1 10/27/16 R.L 1 1/4' 1/.IN. 1 1/4• MIN. EMBEDMENTe EMBEDMENT 1/4" MAX CONCREIB MOTHNRY ERS 1/4' MAX. SI DM SPACE OPTI• N ( SimSPACE RICID FILLER SCE ONOTESNALI x3DUC SHEET i RIGID FILLER 3/16" TAPCON INTERIOR 3/16' TAPCON INTERIOR 3/16` TAPCON RIGID FILLER 1/4" MAX, SHIM SPACE 1 1/4" MIN, L EMBEDMENT e 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET E44ASONRY INSTALLATION 2 1/2" MIN. v EDGE DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEIWSONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTIN E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS OMAWN ONC NO RD J.L. 08-02357 B SCA" NTS 0"n 09/03/14 1 slan I I OF 12 - 1. ROWATO LOWS P.E 1432 KOWFORD RD LEINISVILLE, A(C 27023 194•680.O O Abnu.>Y1oIn11.yR,aom SIGNED: 1111 &2016 IR I IL OEAI&*. ' OiAte'. RCORIOr• Luis R. Lomos P.E. FL No.: 62514 APPROVED SEALANT REMIND FIN 1 1/4" MIN. EMBEDMENT. J16 WOOD WOOD SCREW FRAMING BY OTHERS I/4" MAX. SHIM SPACE 3/8" MIN EDGE DISTANCE INTERIOR EXTERIOR 1/4' MAX SHIM SPACE RI 3/8' MIN EDGE DISTANCE !-f j 16 WOOD WOOD SCREW FRAMING APPROVED 1 1/4' MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION MIC APPROVED A RE\45ED INSTALLATION DETAILS 06/01/15 R.L. B 1 REUSED NAME AND ADDRESS 10/27/16 R.L WOOD FRAMING 1/4• MAX I SIIIM SPACE BY OTHERS 6 wool) INTERIORSCREW I 1 1/4' PAIN. EMBEDMENT T NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, APPROVED-7NOT SHOWN FOR CLARITY. SEAUW 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN EXTERIOR DESIGNED IN ACCORDANCE WITH ASTM E2112 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2, PA 17030 11 11II1//,, J\5 R L O4f, 7,•GENSF ,IP% SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON-IMPACTFININSTALLATIONDETAILS44ATOVO-FD• ty i0 • A[r, j'°F•:ORI P • \` \ pNA 11E1\ DRsx•R• OAC RO ' 08 502E357 Rom' B SCALE M1FNTS 09/03/14 12 OF 12 L. ROSERTO LOl1AS AE 7r32 WOODFORD RD LEMSWLLE, NC 27= 4N wOSOD 1DOIPes6RR1GDL9 MwM Luis R. Lomas P.E. FL No.: 625.14 Florida Building Code Online https://www.floridabuilding.orgiprlpr app_dtl.aspx?param=wGEVX... lCa Business a •: 1A %r r acts tome i Log In i User Registration I Hot Topics Submit 9,cMrge Stats a facts P d tatbrs FBC Stag I BW Sde Map Links Search ; Ui y 1'; Product Approval USER: P411c User 542:.T:+eo duR aeoroval McQy > qL or A_aLmn bn•,d > AookaWn List > Application Detail Fl.9 FL1S353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 6S0 west Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsltlingeromiwd.com Windows Mullions 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 R Lomas, PE the Evaluation Report Florida Ucense PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards* Certified By Sections from the Code Validation Checklist - Hardcopy Received FL1S3_S 113 COI FLCot.odf Standard AAMA 4S0 Year 2010 1 of 3 4/1312018, 7:26 AM Florida Building Code Online https:/Avww.floridabddding.org/pr/pr_app dtl.aspx?parain=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date -Approved FL 8 i Model, Number or Name Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 1100.1 15764 Limits of Use `— Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A i Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". 153S3.2 15764 Description Horizontal Aluminum Mullion. I Installation Instructions I F-1.35353-B3JL-OO--olA.4-$e Qdf 1 Verified By: Luis R Lomas, PE PE-62514 i Created by Independent Third Party: Yes Evaluation Reports FLIS353 R3 AE 5120728.odf Created by Independent Third Party: Yes Vertical Aluminum Mullion Limits of Use Installation Instructions ' Approved for use in HVHZ: No I EL15353-R3_11 0-8=014398_.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 j FLIS353 R3 AE 5120638.odf span: 83" I Created by Independent Third Party: Yes 1 153S3.3 - S76-1 _ — Horizontal Aluminum Mullion Limits of Use I Installation Instructions I Approved for use in HVHZ: No FLIS35,3 R3 It 08-014498.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 f Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure, N/A Evaluation ReportsI 1 Other: Max single window size: 52-1/8" x 84". Max mullion I L15353 33_AiE 5120738.pQf span: 156-3/8" 1 Created by Independent Third Parry: Yes 5765 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span: 83". Vertical Aluminum Mullion — Installation Instructions iFL15353R3II08-014400.odf Verified By: Luis R Lomas, PE PE-62514 I Created by Independent Third Party: Yes } Evaluation Reports FLIS353 R3 AE 512064B.p_df } Created by Independent Third Party: Yes ! i t SiSi 5 1 LM-1A514 } Vertical Aluminum Mullion Limits of Use _ , Installation Instructions Approved for use in HVHZ: No i L1F53SR31108-014428.odf 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 fLkW3-R3 AE 5120668.odf length - 83". Created by Independent Third Party: Yes- i 15353.6 _ CM-18520 I Horizontal Aluminum Mullion Limits of use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014518.odP Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 t 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 FILL 5353 R3 AE S12075B.odf span - 156-3/8" Created by Independent Third Party: Yes i 15353.7 CM-18S23 — Y . Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... s Limits of Use Installation Instructions Approved for use. In HVHZ: No F10353 R3 [[ 08 ,1452&Wj Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-6Z514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - S2-1/8" x 84". Max mullion FLIS353 R3 AE 5120766.pdf span - 104-1/4". Created by Independent Third Party: Yes 115353.8 1 CM-18531 I Limits of Use Approved for -use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span - 83" 15353.9 i CM-18S32 Limits of Use Y^ ^ IApproved for use in HVHZ: No Approved for use outside HVHZ: Yes 1 Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 8 span - 156-3/8" 153S3.10 f CM-18533 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ i Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52 span:83" 15353.11 t CM-18534 Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- Yes Design Pressure: N/A Other: Max single window size: S2-1/8" x 84". Max mullion i span: 156-3/8". Vertical Aluminum Mullion Installation Instructions W5353 R3 11 08-0J4436.odf Verified By: Luis R.Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL35353 R3 AE 512067B.odf Created by Independent Third Party. Yes 4 I Horizontal Aluminum Mullion i Installation Instructions -- - I . S3 R3 II 08-014S38.pn1f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion I FLIS353 R3 AE 5120778.odf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FJ„1 .353 R3 II 08-014448.0( Yes I Verified By: Luis R Lomas, PE PE-62514 f Created by Independent Third Party: Yes Evaluation Reports 1/8" x 84". Max mullion F15353 R3 AE 5120§g,df I Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions 15353 R3 tI 08-014548.pAf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS353 R3 AE 5120780.odf Created by Independent Third Party: Yes er Nade1rt Ca_ aM= :: 2601 Slaw Rone rLad. tAeahaS ee F! »noo ; 850-48)-1924 The State of Florida is an AA/EE0 employer. fnm,Aont 2007-2011 State of Florida.:: Privacy Statement :; Accesslb Rv Smtemerrt :; Refund Statement Under Florida taw. emal addresses are public records. U you do not want your e-mal address released In response to a pubic-reconds request, do not send electronic mad to Ufa entity. !Mead• contact the office by phone or by tradibonal mat. 7 you have any questions, please contact eSO.487.1395. 'Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, Ikersees licensed under Chapter 45S, F.S. must provide the Oepertment with an emad address ifthey have one. The emats provided may be used for ofikfal eommumOtion with the kensee. However emaa addresses are public record. V you do not wish to supply a personal address, please provide the Oeparbnent with an emal address which can be made available to the public. To determine f you are a kensee under Chapter 45S, FS., please rlidr IlM. Product Approval Accepts: RM Credit Card Sate 3 of 3 1 . . 4/ 13/20 l 8, 7:26 AM NOTES: 1) THE PRODUCT SHOWN HEREIN.1% DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENFS OF.TIIE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED 70 PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN TIIE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOuIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) -DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY 10 MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE 'OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIO14S AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE. TABLE' IN57RUC71ONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN EASED ON PRODUCT 10 BE INSTALLED. SEE FORMULA roll TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUL`T IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER TITAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = WI W2 2 REVISIONS I REV I ocscllploN I NMIE I APM014ED IAA REVISED INSTALLATION DETAILS 106/10/15 I R.L ' 0 REVISED ANCHORING NOTES k INSIL DET. 1 O6/07/17 IR L ' ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/R" MINIMUM EMBEDMENT LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INFO CONCRETE USE 1/4" ELCO ULTRCON TAPCON LYRH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO META. USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSINUCIIUNS, AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WITH STRENGTIIS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI, C. MASONRY — STRENGTH CONFORMANCE TO AS1M C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL )BOA (.048-) FY=33KSI/Fu=52KSI OR ALUMINUM 6063-T5 FU-30KSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS 10 MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LFNGTH TO ACHIEVE A MINIMUM EMBEDMENT of THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX. O.C. 7HEREAFIER, STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES AEI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRa'wiN. OriC N0. V.L. 08-01439 2 CONFIGURATIONS AND DP CHART ISCAL NTS 0•TE 01/11/12 1 Sn10 1 OF 3 INSTALLATION DETAILS L ROBERTO COMAS P.E. IM WOODFORD RD LEWISWLLE. NC 27M 4 COMPONENTS 43441111'AW9 *bML"WAI SIGNED: 1011312017 r,•v G E NSF'giP A* 4TAT rE OF ;,` Luis R. Lomas P.E. FL No.: 62514 T 107 3/8' OMBINED wIDTH w, - 1Ir- W2 - 83" 1 FRAMEHEIGHT WINDOW WINDOW MULLION SPAN) 107 3/8' TII IOMBINED WIDTH Ir wl IW2 --{ BY / 1 FRAME ' WINDOW HEIGHT WINDOW MULI.ION SPAN) I If 107 3/ 8- COMBINED WIDTH F-w, I F- W2 --i 3" ! WINDOW FRAME HEIGHT WINDOH %% WIND014 MULLION. SPAN) / ( / LW1 W2 107 COMBINEDD WIDTH Deskm pressure rat9nn fpsfl Mullion affn n T 18. 13 25.50 butery w ( in) 38.00 $ 2.00 48.00 S2.13 25.00 120.0 120.0 120.D 120.0 120.0 120.0 37.38' 120.0 120.0 120.D 120.0 120.0 12ao 40.63 120.0 98.3 81.2 76.9 75.2 75.1 02.00 71.0 52.2 39.7 35.9 33.4 32.3 88.83 SR6 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24,4 21.8 19.9 19.0 84.00 28.1 20.3 LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHAATARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/ 8' COMBINED WIDTH W1 ^ II W2 83' FRAME ' WINDOW WINDOW HEIGHT MULLION SPAN) 107 3/ 8' COMBINED WIDTH -" W, __Ir W2 J I WINDOW FRAME HEIGHT LH MULLIONPJ ,, LYl --{ f-- w2 107 COLIBINED WI WIDfH REVISIONSI REV I DESCIRPTGN I OBI[ I APPROVED RFVISED INSTALLATION 8 DETAILS REVISED / MCI IORING NOTESG INSTL DET. I OB/07/17 1R.L. 3/B' COMBINED WIDTH --{ II FW, 10783 WINDOW j FRAME HEIGHT WINDO WINDOW MULLION SPAN) IL Lw1 IF- W2/- 107 3/ 8- _1 COMBINED WIDTHAPPROVEDCONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGE77JER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Deslan pressure ragna(Dst) wi& rebar Mullion spon ( In) Tribute 18. 13 25.50 width 38. 00 42.00 In 48. 00 E-13 2100 120. 0 120.0 120.0 120.0 120.0 120.0 37.38 120.0 1200 1200 120.0 120.0 120.0 49.83 120.0 98. 81.2 6.9 752 75.1 02.00 95.2 70. 53 4 1 44.6 43 4 65.83 90.0 58.6 442 39.7 38.7 35.3 72.00 60.3 43.9 32 B 29.2 26.7 25.5 84.00 37.7 27 3 20.1 17.7 15.0 1 15.1 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRAT2, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS WIV. I owe ND RI LARGE AND SMALL MISSILE IMPACT, LEVEL A WIND ZONE 3 V.L. DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT SCALE INCLUDE FLANGE. 08-01439 NTS lo' n 01/11/12 1sNw 2 OF 4 L. ROBERTO LOLi14P.E. 1432 ROOOF ORD RDLEWISVILL& AC VW3 434 dM- M 9. 1&XHW WWW4* corn SIGNED: 10JI312017 R ! IL 0 o'// GENS.,,p EEOF ;sv i0 R a 0R10r • ?: SS10NA j1E G Luis R. Lomos P.E. FL No.: 62514 I" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MIN. EMBEDMENT 1/4' ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR Fa==C3 SECT5764 MULLION M7000022 CLIP WOOD SCREW 1I I I 1 1 3/8" MIN. EMBEDMENT 1/2" MIN. WOOD FRAMING/ 2% DUCK EDGE BY OTHERS DISTANCE 1 VERTICAL CROSS SECTION MASONRVICMRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. RrVIsONS DESCA7110N PR[ I APPRO•CO RLVISEO INSIALLATION OElAILS OB/10/1S RL REVISED ANCHORING NOTES 3 WSTL DE7. 06/0?/17 1 R.L. M1000022 CLIP 1 #10 SMS OR SELF DRILLING I SCREW I II`- METAL 1/2' MIN - STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DAAWNI 0W0 NO. V.L. 1 08-01439 v-r NTS D"n 01/11/12 SI'ED3 OF 4 L RDBEAIiO LDfKS P E. 144V WOODFORD RD LEWISVILLE, NG PALS 434 sw.W 9 /Dmrwowft i" coon SIGNED: 1011312017 C, NSF9iP 4TAT 6EOF ; C o' :'I ORIOP • sJ0NA j1E G\ Luis R. Lomas P.E. FL No.: 62514 F-- 2.140' 1 25" SECT5764 MULLION ALUMINUM 6OD5•TS ..125- THICK r— 0.688" 1.531 " RF- f 85-2 REBAR 15 GA (.062) GALVANZED STEEL NOTES: 1 CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALI. FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANChOR LOCATIONS ONLY WITH 3 1/4 SEPARATION BETWEEN ANCHORS. 3.261' 0.625" -- L 0.84 3" I p 4.000• O MT000022 CLIP t6GA 1.063 GALVANIZED STEEL SEE NOTE 2 6 3, THIS SHEET. 3.750' 0 375' 0.843'_ Ili T 2X 00.210' 1.562' 1.562" 1— SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6069•T5. *51 THICK REvMNS DLSCAdnOn DATE APPROVED REVISED INSTALLATION DETAILS 06/10/15 R L REVISED ANCHORING NOTES h INSTL DET. 06/0?/17 R.L. 1.000" 0.375" 0.422" 2.032' 2.875' 0.84 I SECT5796 CLIP 2X 00210 FOR CONCRETE INSTALLATION ALUMINUM 6063.75. t25-THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRAT2• PA 17030-0370 5764 — VERTICAL MULLION 03" MULLION SPAN COMPONENTS D uwa. 0. Dnc n V.L. OB-01439 Sc-gc NTS D"n 01/11/i2 IshM4 OF 4 LR09EATOI.OINS P.E. 1432 WOODF RD AD LEWISVLLLE. NC 2MM 4.34.6".0609 dbundwomw 0om SIGNED. 1011312017 01111111/1LS0,/ // i v' •\T, E At 0 61 *= E OF ; i0'o:t;c1pRT0;• 1': Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://w-ww.floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVX.- Professional Regulation._ aces Home : Log to ' User Re iaration Hot Topics 1 Submit Surcharge I Stats & Facts RA*=tbrm 1 FaC Stag I WIS Site Map Links t Search I USoductAperovallb USER: W611c user ProEuct Aooroval Menu > Rnouet er Aeofeetbn Search > Aoorcrnn List > Application Detail FL # FL13223-114 Application Type. Revision Code Version 2017 Application Status Approved Commeotb Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng. Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Flonda Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida Ucense PE-24121 . Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated. By John Southard, P.E. Validation, Cheddist - Hardcopy Received, Certificate of Independence FL13223 R4 COSRIO - Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 4/13/2018, 7:29 AM Florida Building Code Online https:/lwww.floridabuilding.org/pr/pr_app dtt.aspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Florida Ucensed Professional Engineer or Architect FL13223 R4 Eauiv RIO-2692E-17 ASTM C1186 eauivalencv.odf Method 1 Option 0 Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products IModel, Number or Name- Description-- i 13223.1 Cempanel Siding fiber -cement panel siding. f Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL33223 R4 Itcemoanel-Installation.odf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.pdf i Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrina.pdf i i Design Pressure: N/A I FL13223 R4 It RIO-2686-17 Panel Wood Metal Frame.Ddf Other: For use inside a HVHZ install in accordance with NOA I Verified By: Ronald L Ogawa 24121 17.0406.06 I Created by Independent Third Party: No Evaluation Reports i I FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf I IFL23223 R4 AE RIO-2686 17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223. 2 -'-- HardlePanel' Siding rber-cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 II HardlePanel-Installation.odf Approved for use outside HVHZ: Yes I FL13223 R4 tt NOA .17-0406_06.pdf Impact Resistant: Yes FL13223 R4 It RIO 2689-17 Panel to Furrino,pdf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Other: For use Inside a HVHZ install in accordance with NOA Verified By: Ronald 1. Ogawa 24121 17- 0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf i FL13223 R4 AE RIO 268-9-17 Panel to Furrino.odf FL13223 R4 AE RIO.2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223. 3 ( Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.E FL13223 R4 II_Prevail- Panel- Installation. odf Impact Resistant: N/A Design Pressure: N/A i FL13223 R4 It RIO 2689-17 Panel to Furrino.odf I FL13223 R4 tt RIO-2686-17 Panel Wood Metal Frame.Ldf IOther: For use inside a HVHZ install in accordance with NOA Verified By: Ronald I. Ogawa-24121 17- 0406.06 I Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE RIO 2689-1.7 Panel to Furring,pdf i fL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes Badr Next ronta Ls ;; j( g ir 5te,ggaQ„jy issee fL 32399 Phone: asa-4a7. is24 The State of Florida a an-AA/MCl employer. ronvAtht 2007-20L Mte of odds.:: Pthai:X Statement :: Accessdo the atamem :: RwA.nd, tgm r of 3 4/13/2018, 729 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VX... under Florlda law, emal addresses are pubic remrd5. V you do not want your e-mall addrrts released in response to a public -records request, do not send electronic mail to this entity. instead, contact the offhe by phone or by traditional mall. Iryou have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, rcensees licensed under Chapter 4SS, F.S must provide the Oepartment wth an email address 7 they have one. The emats provided may be used for of8dal communication with the licensee. however. emal addresses are public record. If you do not wtth to supply a personal address, please provide the Department with an etnal address whrh can be made available to the pubes. To determine if you are a licensee under Chapter 4SS, F.S, please C3* ft=. Product Approval Accepts: 15;a= afar5_ Credit Card Safe 3 of 1 4/ 13/2018, 7:29 AM Florida Prod uct- Approva I HardiePanel®-Siding . For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 Hardie Pan el'loyo. Vertical Siding JamesHardle IM INSTALLATION REQUIREMENTS RESiDGMAI. SINGLE FAMILY OILY - PRIMED & COLORPWSQ PRODUCTS EFFECTNEMBER 2013 Visit rxxi. iamesfiardle c rdle.camforthe most recent VenS10n1. SMOOTH • CEDARMILL® • SEtECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND ,LAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ106 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from,breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUMOORS INDOORS 1'. Portion ardM station so to wind wit blow dot away from u w 1. Cut Doty using store and snap, or shears (manual, electric or pneumatic). and others In working am 2. Posigon cutting ration in well-vemllated area 2 Use one or Cte Idbawtrg methods: a. Best I. sage and snap 1. shears ( manual, electric or pnecaralldl - NEVER use a power saw Indoors b. Better. i. Oust mduding d W saw equipped with a - NEVER use a anodic saw (lade Cat does not carry the Harde&ade saw blade trader adt HardeBlade'saw blade and HEPA vacuum attraction NEVER dry sweep — Llse wet suppression at HEPA Vacuum c. hood: I. Dust redfa9ng circular saw wan a Han9e6lade saw bade tidy use for law to moderate 01111ft Important NO: For nmmum protection ilonest respiratile dust proMclim), James Hm* recornmer ds alvgs uft'Best'-lewd cubirq methods where feasible. NIM-appoed rt35plamrs can W used in eonµncti n with above adti(g practices m further reduce dug etM res. AdMonal e> ima adoration Is available at wnrw.) arttesharde.00m m hdp you deegnfre de most apptapnam e.'oug fn8D10d for you lab requaeme C Corncern soil eodsts about avosuie eats oryou do rot comply with the above practices, you sttoudd &eys consult a gtaf'IIPAi Industrial ft4eratorom(act lanes Handle for IurUter Information. six 105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installadons only. For Commensal / Multi -Family installation requirements go to www.JamesHa dieCommetcial.com HardiePanel" vertical siding an be Installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal lastening requirements. Irregularities in framing and sheathing an mirror through the finished appfxa6on. James Hardie recommends inshdiGng HardiePanel an a capillary break (r nscreer0urring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water - resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water Infiltration. James Hardie does manufacture HardieWrap° Weather Barrier, a non -woven non -perforated housewrapl ,which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7.8,9.10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6' in the first 10% 0o not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. - 00 NOT use HardiePanel vertical sidingg in Fascia or Trim applications. Some application are not suitable for alorPlus. Refer to CoforPlus section page 3. 00 NOT use stain, oiltalkyd base paint, or powder coating on James Hardie®Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion andmoisturemovement of the product in their design. These values an be found in the Technical Bulletin 8'Expanslon Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig.1), alternatively Position fasteners 3/8" from panel edges and no closer than 2" away from comers. Do not nail Into comers. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation • caulked (Not applicable to ColorPlue Finish) (fig. 2). Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must beprovidedathorizontalandverticaledgesfornailing, Figure 2 Figure 3 HardiePanel vertical sidingmustbejoinedanstud. water-reslstva barrier crater-teaiaave banes Double stud may be required to maintain minimum edge _ 2 4 stud wwater•resksube panel wafer rrsisthr0 nailing distances. 2c4O41d Daman oar Figure 1 stu is ; ;: . upperpanel ..—v,perpanei po not 42P 00 rat Caulk nel 1/ 4" gap water-resiMme cauk 7 barrier sheathing HardiePanel Batten Joint "H" Joint '2;lasturtp 1 Z-flVAM i 0 o vertical siding water msisti"e harder decorative keep malls 2 < t stud 3/9' min. r bwBr ` band board r from paQ edges Plate ° Figure 4 to ttpproPriete gap betwoen ggWmmenMpn: When r-- o paneis, am caulk' itstaPung $ierrd s, Provide Caulk Joint. a dm6e sad at panel i moderate co' NoappGctdlemCaforPl a Ankh) joirld to avoid railing 1 keep fromcocomers r 'MPNcaulk tit aaardanca tvilh r rlk throta/tt gtarRs. away rrartutaau, er's written appllcttum instructions. For additional Information on Hardiewrap rr weather Hamer, consult James Hardie at 1.866-Mardfe or www.hardlewrap.com WARNING: AVOID BREATHING SILICA DUST' James Hardie pmmata Main Moa* crystalline sTxa, wMdt is Wool bur the state d caiitmia to cane cancer and Ls mnsltlered W IARC end NM to be a case of cancer tram some otiar mal smacns ! , e veartumisofresiftblesiliadust a Amcause adIsONardpolaafalyletatlugdseasBalleddltxs andresbem 49.1fatawdstum 5meshaeeat9gestam" amIncrease amdsfa DING Utaal6tlm er , Inca: (t)work In eudwareas wath ample venadm: R(1 use Aber ewwd snears for cut" or,wnere not feasible. use a Hardie8h0e• situ Made and dim-teAritg dtwlar saw attached to a HEPAva0mml 3) wart alms In tine ImmerBate area; (4) wear a property 6tred..rODS1 allPraea dust mask or msolamr (e.g. N-95) In aocar I w4h appi able gamment replaWm and manufacturer Instructions to furiler ram ruprattle s ct mvnm During dean -up, use HEPA vawmn or wet dearm mednda - new dy sweep. For hotter iMomadort. refer to our tiaalladm Instructions and Material Sally Data Sheet avaltable at www4&meVtarde.0om or W ca ft t- 811040RDIE (1 -800.942-7343). FAdIAE TO ADfEpE To DIM wAHIM. 6SDS. AND 10A. ATION INS(RUCtM MAY LEAD To SUM PEFISM Ar. WIM OR DEATH. Imaam HS1236 P1/31/13 CLEARANCES Install siding.and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4' compliance -with local building code 2' clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements far clearance between James Hardie® and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1"- 2"'clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 °hd Figure 6 i. I I I 6' min. \ twndatlan Maintain a minimum 1"gap between gutter end caps and siding 8 trim. Figure 9 sidim gutter and end cap deck r Oo not bridge floors +mth HardiePanele siding. Horizontal Of should always be created between floors (fig.10). water- t sarnerw # Framing Figure 10 H r Horizontal j Fl0O"ng Trim !r E` w Sheathing i y i tasOa HarolePanel• r 1 It 1 BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 16' or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. FJectro-galvanized'are acceptable but may exhibit premature corrosion. James Hardie recommends the -use of quality, hot -dipped galvanized nails. James Hardie Is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not aver -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails snould be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present. HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 5771 Countersunk, till &add nail Figure A Figure B do not under drive nails 00 Nor STAPLA the roofing and the bottom edge of the Oo not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. Ili I'1'•rmin. r I a 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 sidewall. The roof must be flashed vntn.step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. it is best to install a self -adhering membrane on the wall before the sub(ascia and trim boards are nailed in place, and then come back to install the kickout Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof Intersection. install a "kickout" as required by IRC code R905.2.8.3 :'..flashing shall be a min. of 4' high and 4' wide.' James Hardie recommends the kickout be angled between 1004 -110• to maximize water deflection Figure 11 GNP PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the - surface of the siding: A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a- smooth faced hammer -.Does not apply for installation to steel framing). HS1236 - P213 8f13 y >o CAULKING For best results use an Gastomeric Joint Sealant complying with ASTM C920 Grade NS, Gass 25 or higher or a latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufactures written insncdons. Nate: OSI Quad as well as some other cardldng manufacturers do not allow tooling. 00 NOT caulk nail heads when using ColorPlus produces, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprtmed.100% acrylic topcoats are to touch-up ColorPlus products. recommended Do not paint when wet For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush -to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlue Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available From your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarnill and Stucco panel only, but correct touch-up application is important. Some. colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECofi noN. In accordance vith IMES Eraluatbn Report ESR-1844, FlerdePartel®rertlpl siding Is maxInimd as a sadtaom allernalato afar spedAed In: fe 2006.2M9, 3 2012International Resld ntel Code far One -and Two- farMy Ovj tgs and the 2006. M. d 2012 trhlerralQel Building Code. Herdaftel rerdmi sh ftis also recagrilmd for appficad In the Wave; City of Los Angeles Research Report No. 2486Z State of Flarlda Ilsorg RM. 02de tautly, Hplda N0A No. 02-0729.02, U.S;Dept of H1D Matelots Release 12M Taos Departmental Yhstrance Product Erako m EC-23, My of flew Yak MEA 223-93•At, ale Caelome OSA PA-019. These doc rnerta stroWd ateo be W risulted for additonal80amarfat oxcerrdrg to sdlehNtya I ttt produx nor spec tc appaadans. 2013 James Hardie Building Products. All nghts reserved. Additional Installation Information, TM, SM, and ® denote trademarks or registered trademarks of James HardleTechnology Limited 0Is a registered Warranties, and Warnings are available at JamesHardle trademark of James Hardle Technology Limited. www.jamPShardie.com 1 HS1. 236 - P3/3 6/13 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... e - SCIS Home I tog In ; user Registration Not Top= Sutxnt Surtharge ; Stars S Facts Pubtcations PEC Staff i sc!s Ste Map Unks search. a rw-USER,. Product Approval Public user ltir,i..wr.,'r. R4v BApm`Aft= > puR.ftt [pp_ecatbn seared > gpAration tat > AppBratlon belai q. FL # FL12194-R7 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email S001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Flonda Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021, Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R7 COI ALC15001.4 2017 FBC Evaluation Report 04 T4 Soffits Final.Dd Referenced Standard. and. Year (of Standard) Standard Year AAMA 1402 2009' Equivalence -of Product Standards Certified By 1 of 2 4/13/2018, 7:37 AM Florida.Buil'ding Code Online Sections from the Code Product Approval Method Date,Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products https://www.floridabuilding.org/pr/pr app_dti.aspxVaram=vGEVX... I i I Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 lit FL if -_ Model, Number or Name - Description 12194.1 I Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use I Approved for use in HVH2: No Approved for use outside HVH2: Yes I Impact Resistant: N/A Design Pressure: +80/-90 Other, See Evaluation Report for limits of use. I Installation Instructions FL12194 R7_II_ALC31.4 2017 FBC Evaluation Report 4 T4 Soffits Flnal.odf Venfied By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R7 AE ALC15001.4 2017 FBC Evaluation Report Q4 T4 Soffits Final.pdf Created by Independent Third Party: Yes 8atk Next rpDtalc Ui :: 2601 Starr store Raa'42329. PhoneL asp-atl2_1824 The State of Flod da 6 an AA/EEO empbyer. Coovrnht 2007-201] state eiElcjda, :: FnrArLS at m ne :: AC r etat.a'e^t ;; ftfigM,elipg= Under Florida taw, email addresses are pubic reeoeds. ff you do not want your e•mad address released In response to a oubaaremrds request, do rot send electronic mad to this entity. trstead, contact the affka by phone or by traditional mad. 9 you have any questions, please contact 850.487.1395. •Pursuant to Section 455. 275(1), Florida Statutes, effective October L,.2012, itcersees licensed under Chapter 455, F.S. must provide the Department with an emae address I they have one. The entails provided may be used for ofroal communication with the licensee. however email addresses are pubic record. ff you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine f you are a licensee under Chapter 455, F.S., please chic itW_ Product Approval Accept!: a Credit Card Safe 2 of 2 4/13/2018, 7:37 AM CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 201-7 5001 West Knox Street Tampa, FL 33634 813)249-9743 . www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (OUA9110) SCOPE Category: Panel. Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Reoort No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W 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 61G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 318" 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 J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-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 in2/lin.ft. for the 'full vent' configuration and 11.1 in2Ain.ft. and for the'center vent configuration. See Appendix D for dimension drawings. ZZ IT FULL VENT IT CENTER VENT 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum sofft2panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.f . for the 'full vent configuration and 4.2 in2ft.ft. for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 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. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. p C E•N SF• S • No 74021 O: STATE OF :BUJ CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 Ar •f,4 /• - 05 t001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Pnest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX 0 — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report' does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated'using a 1.5:1 margin of safety per FBC Section 1404 5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7: Typical fastening details are as follows: ALC15001.4 a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Locllon Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Loclion Lotion Loc$tion Location 11 `11 c. 16' 04 Soffit —16-inch o.c Fastener Fastener Loc$lion Locition FL12194-R7 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Lotionc r Fastener Fastener Loci lion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 0.54 Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 1 Fat Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca 12J-# Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Ca 12 Approved Systems for 12-inch'Soft Span with J-Channel at Wall and Eave Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 6F-# I Approved Systems for 164nch Soft Span with F-Channel and Fascia Ca 16,14 Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca Approved Systems for 16-inch Soffil Span with J-Channel at Wall and Eave JJ4 Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 24-inch Soft Span with F-Channel and Fascia Ca 4J-# Approved Systems for 24-inch Sofl Span with J-Channel and Fascia Ca 24J at Approved Systems for 24-Inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-Inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three•(3) 18 ga.1/4-Inch crown x 1-Inch leg staples in Three (3) 18 ga.1/44nch crown x 1-Inch leg staples indiamondpatternspaced24-Inch o.c. securing diamond pattern spaced 24-Inch o.c. securing 10.5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-Inch crown x 1-Inch leg staples Wood J-Channel to joists; t59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/84nch head dia. nail. One (1) min. 3/8 x 3/8-inch crown One (1) min. 1 3r4-inch long x 0.072-inch dia. x min. 3/16- 4012F-1 16-inch Wood min. 1.25 inch embedment spaced Wood staple spaced 16-inch o.c. inch head dia. trim nail 24-inch o.c. spaced 36-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 3/4-Inch long x 12F-2 Max. Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood One ( 1) min. 318 x 3/8-inch crown 0.072-Inch dia. x min. 3/16- 240 164nch with 3/8-inch diameter head spaced staple spaced 16-Inch o.c. Inch head dia. trim nail 8- Inch o.c. spaced 364nch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-Inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3l44nch 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-inch o.c. and securing each panel lap inch o.c. One ( 1) 14 ga. 5/8-inch 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. 164nch Masonry 9 ga., min. 5/8-inch long Stub Nail with 3/8-inch diameter head spaced Wood crown staple spaced 0. 072-Inch dia. x min. 1/44nch head dia. trip nail spaced 48- 48 64. 2 8- inch o.c. and securing each paanelnel l lappinch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate J- Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 314- inch x 1/4-inch crown One ( 1) min. #8 x 1/2-inch One (1) min 3/4-Inch x One (1) min. 1 3/4-inch long x 12J- 1 Max. 16- inch Wood staples in diamond long x 318 inch head diameter screw spaced 16-inch o.c. Wood 1/4-inch crown staple 0. 072-inch dia. x min. 1/4 Inch head dia. trip nail spaced 48- 48 64. 2 pattern spaced 24- connecting soffit to J-channel spaced 8-Inch o.c. Inch o.c. inch o.c. ALC15001. 4 FL12194-R7 3of11 This evaluation repon is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP 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.1/4-inch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c, securing diamond pattern spaced 12-inch o.c. securing 12JJ 1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-Inch o.c. 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 MDP No. Width ps() Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1Winch crown x 14nch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 24-inch o.c. securing 14 5JJ 1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood J-Channel to joists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 14nch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-Inch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance .changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 16-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail W0od 1-inch leg staple spaced max. finishing nail with min. 3/16- t53.3 124nch with 3/8-inch diameter head spaced 4-inch o.c. and securing each inch head spaced max 8-Inch o.c. panel lap 12-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch x. 0724nch diameter0 16F-2 Max. 12-Inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/44nch long 16F-3 Max. Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood crown staple spaced 16-Inch x 0.072 inch dia. x min. t25 6 164nch with 3/84nch diameter head spaced C. 3/16-inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/84nch One (t) min. 1 3/4-Inch long x 0.072 inch dia. x min. 16F4 16-inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 16-inch 3/18-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-Inch long x O.072-inch dia. x min. 1/4- 27 16F-5 16-Inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. Inch head die. trip nail. 36.1 spaced 24-inch o.c. spaced 484nch o.c. One (1) 14 ga. 5/8-Inch long T nail or One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Dinch diameter 16F 6 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-Inch leg staple spaced 4-inch finishingng Hall with min. 3/18- t43.3 164nch with 3/84nch diameter head spaced o.c. and securing each panel Inch head spaced 8 -inch o.c. lap 16-inch o.c. Three (3)18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-7 Max, i6-Inch Wood inch leg staples in diamond pattern Wood 1 inch leg staple spaced 4 inch securing each panel finishing nail with min. 3/16- finishingandt43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. ALC15001.4 FL12194-R7 Page 5 of 11 This evaluation repon Is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-Inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/44nch long.x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4spaced244ncho.c, nail spaced 48-Inch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP 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 diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/4 inch crown x 1-inch leg staples in 16JJ 1 Max. 16-inch Wood J Channel to joists; One (1) 18 ga.1/4-Inch crown x larch leg staples Wood diamond pattern spaced 8-inch o.c. securing t32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.i/4-inch crown x 1-inch leg staples In Three (3) 18 ga.1/4-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 J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1)18 ga.114-Inch crown x 1-Inch leg staples One (1)18 ga.1/44nch crown x 1-inch leg staple securing 33.3 located In the horizontal leg o1 the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-Inch o.c. I securing each panel lap ALC15001.4 FL12194-R7 Page 6 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits, Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel I MDP No. Width Psi Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/44nch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1-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 16- pattern spaced 24-inch o.c. 22 SJJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 342.1 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x 14nch leg staples located in the One (1) min. 1.75-inch x 0.072-Inch troth leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 124nch o.c. 3/16-Inch head spaced spaced 124nch o.c. 4-inch 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 PO Substrate Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg No 2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x 24F-1 Max. Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80 124nch diamond pattern 1) min. 2.25- nch x 7d ring inchOne ( 1) min. 1.75-inch leg staple spaced 8- In o.c. 3/ 16-inch head spaced 90 spaced 16-inch o.c. shank nail x 0.0724nch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 44nch o.c. ALC15001. 4 FL12194-R7 Page 7 of 11 This evaluation repon 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A 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 psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1144nch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1 5- No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x. Max. inch x 11 ga. anchored to each panel lap inch crown x 1-tnch 00724nch diameter 80 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced B finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min, 1.75-Inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 24-Inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o c. One (1) IS ga. 1/4-inch crown x 1-Inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min. 5/8-inch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-Inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-Inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter 12-Inch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga. 1/4-inch crown x 1-Inch leg Nominal tx2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. Inch crown x 1-inch rafter with one 164nch o.c. securing inch crovm x 1-inch 0.0724nch diameter 80 24F4 16-Inch Wood leg staples In min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inx 7d ring ininch o.c. and securing 3/16-inch head spaced spaced 164nch o.c. shank Hall One ( 1) min. 1.75-inch each panel lap 164nch o.c. 24 inch o.c. x 0.072-Inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A 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 psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-inch crown x 1-Inch leg staple securing the Nominal tx2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 go 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to 16-inch o.c. securing Inch crown x 14nch 0.072-inch diameter 80 24F-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 o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 4-inch o.c. One (1) 18 ga.1144nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min 5/8-inch anchored to 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- Inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. O.C. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 44nch o.c. ALC15001.4 FL12194-R7 9of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-Inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3)18 nail straight -nailed 124nch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. %_ One (1) min. 1.75-inch Max rafter with one x 1-inch leg into the end of the lap inch crown x lanch x 0.072-Inch diameter 24J-1 12-inch min. 2.25- staples in diamond battenlortwo (2) min. 2.25-Inch x 7d One (1) min. 1.75- Wood eg staple spaced finishing nail with min. 3/16-inch head spaced 260 inch x 7d ringin pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8 inch o.c. 12-inch o.c. shank nail Inch o.c. nailed on either side diameter finishing24incho.c. of the batten at nail with min. 3/16- each batten/rafter Inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 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 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. '%- anchored to ga.1/4 nch crown through the rafter spaced 16-inch o.c. inch crown x 1-Inch One (1) min. 1.75-inch Max. ratter 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) min. 2.25-Inch x 7d lap Wood 8-inch o.c. and finishing nail with min. 3/16-inch head spaced' 53.3 inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.0724nch lap 24-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 4-inch o.c. 244nch o.c. ALC15001.4 FL12194-R7 Page 10 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify.CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x 1-inch leg staples in diamond 1-Inch leg staple securing the nailer Three (3)18 ga.1/4-inch crown pattern spaced 24-inch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. 343.5 16-inch One (1) 18 ga.1/4-inch crown x securing14nchlegstapleslocatedintheOne (1) min. 1.75-inch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3116-Inch head spaced 4-inch o.c. Three (3) 18 ga.1/4-inch crown x One (1)18 ga.1/44nch crown x Three (3)18 ga.1/4-inch crown 1-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 16- pattern spaced 12-Inch o.c. 24JJ-2 Max. Wood Channel tsecuringJChannelto joists; securing inch o.c. securing each panel lap Wood securing J-Channel to fascia; One (1) 18 ga.1/4-inch crown x 53.3 44.416-inch One 18 crown x One (1) min. 1.75-Inch x 0.072-inch 1-inch leg staple securing the le1inchlegstaples located In the diameter finishing nail with min. nailer of each female lock or the J hanthhorizontalleg -Channel 3/16-inch head spaced spaced 16-Inch o.c. securingspaced12-inch 4-inch o.c. each panel lap ALC15001.4 FL12194-R7 . Page ll of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CD E E ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations No. 10.5JJ-1 & 14.5JJ-1 Detail 0 Diamond Patten 189e., 114- x 1- staples I r O.C. max 18ga., 114' x 1' staples 24' o.c. max J•Channel 18ga„ 1J4' x I' staples 24' o.c. max Olamond" Panen annal Detail 8 I Gga.,114" x 1" staples 24" o.c. max DlamonrT Patten staple -1 x , cT1staples I ?" o.c. max Detail A ' ALC15001.4 FL12194-R7 Page 1 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 attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-1 8 12F-2 MIN. 3/8' HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24' O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA., MIN. 5/8' EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD FASCIA TRIM SOFFIT MAX. 12•INCH SPAN CHANNEL btmd. Cc•ucww or BtucA H4,11 STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE ts" O.C. FASCIA LIP 1/4 PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 2 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. 12F-3 CREEK_ TECHNICAL SERVICES, LLC No. I Installation Detail 3/4" X 1/4"_-, CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4" TRIM NAIL) F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Somts Appendix B OPEN RAFTER ; 31W KTWsD4 `, SOFFIT STAPLE DIAMOND PATTERN 1 ; DETAILI e• 1[rv[["l FACIA BOARD CAP 3/4" x 1/4" CROWN STAPLE "8" ON CENTER SOFFIT -max. 12-inch span 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" x 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 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 SERVICES, LLC System No. Installation Detail MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8- EMBEDMENT SPACED 8' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-4 SOFFIT MAX. 12•INCH SPAN F" CHANNEL 1JS.S. FACIA BOARD PFASCIA CAP or Block well 3/4' x I/4 CROWN STAPLE S SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for Slate of Florida product approval under Rule fit G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail OPEN RAFTER 31d T. 3/4' X 1/4' CROWN STAPLE 01ST SOFFIT STAPLE 1. ! DIAMOND PATTERN FACIA BOARD DETAIL 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 X CROWNjTRIMNAJLFACIA 8' BOARD 1J—CHANNEL 1-3/4- TRIM NAIL STAPLE S' ON CENTERSTAPLE Pacrewodtooorlit withone(1) us x PAINTED S.S. 48' FASCIA CAP 1/2-' x 3/a-' head diameter aerow, O.C. 3/4' X 1/4' 16' o.c. CROWN STAPLE sowrr—inax. 12-inch span SI WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.4 FL12194-R7 Page 5 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 SERVICES, LLC No. I Installation Detail 12JJ-1 & 16JJ-2 18ga., 1/4" x I" staples I r O.C. max A J , I Oils., 114` x 1' 3J8- ` staples 24" o.c. max Diamond" Patten ALUMINUM COILS, INC Soffits Appendix 8 18ga., 1/4' x V staples 24- O.c. max Diamond' Patten annel Wall B 18ga., 114-x I" slaples 12" o.c. max Diamond' Patten f 1 a ga., 114' x I- stapleS In hor20nlal leg of female lap J•Channel DOWA ALC15001.4 FL12194-R7 Page 6 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 SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 314' LONG] Y, 0.072' DIA. TRIM NAL WITH 3116' HEAD CIA FASCFA BOARD SPACED 16' 0 C FASCIA CAP SOFFIT I' X 113' CROINll STAPLE OPE11 RAFTER 1'O.C. wri. IAGA T. FASCIA BOARDI:AL OR MIN . SGA STUB NAIL WITH 31S' HEAD DMDEDIdE1rtt1 16F-1 EMDED1503 SOFFIT & FASCIA 16F-6 SPACEDS•O.0 OETAIL QN—FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL F' [HANNEL SOFFIT; MAX. Ir SPAtI MASONRY SUBSTRATE ALC15001.4 FL12194-R7 Page 7 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 SERVICES} LLC 16F-3 & 16F-4 No. I Installation Detail SOFFI T F" CHANNEL WOOdI L011Cr6Lv or 81rck t, FASCIA LIP 1 /4" MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24' O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L--PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B 9 ALC15001.4 FL12194-R7 Page 8 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 SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/0' Kr -TEN SOFFIT STAPLE OPEN RAFTER / sits 3/4" x 1/4" DIAMOND PATTERN I ; D ETAI LCROWNSTAPLES USING A DIAMOND -3/61 etrvta/ srts i PATTERN FACIA BOARD i FASCIA CAP 16F-5 FACIA BOARD 1 3/4" x 1/4" CROWNJS.S. 8" STAPLE ON CENTER 1-3/4" TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHE0C NAILING FLANGE UP ORooWN3/4' x 1/a" CROWN STAPLE SOFFIT —Max. 16-inch stun WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 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 attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. Installation Detail I Sn' L01M; X 0072' DIA. TRIM NAIL WITH VIV HEAD DNA OPEII AAFIER FAS(IA 804RD 1' IAl• CROMI St?AFLE 41STALLEDND 16F-2 81 PATTTERdi D1 w 16F-7 FASCIA CAP; REFER 10 SOFFII A FASCIA DEIA4 7" (HAHM$ SOIFIT: MA). 16' SPAO HASOMRY SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP 1' X I CRCttH STAPLE 4'U. SOFFIT & FASCIA DETAIL vs' IA' x 1' SIaDI@5 lamuntr Panen ALC15001.4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation; recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 1 16J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 11 ANNEL 1-3/4- TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT -max. 16-inch span WOOD OR BLOCK SUBSTRATE 3IL^ FACIA BOARD FASCIA CAP 3/4' X 1/4- CROWN STAPLE 'B' ON CENTER ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT- STAPLE DIAMOND PATTERN DETAIL K Al 1-3/4' TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 11 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 SERVICES, LLC ALUMINUM COILS, INC Soifits Appendix B System No. Installation Detail 18ga., 114' x 1' L H P.MR %— staples d" D.C.max APE ,/(` % `Diamond' Patten 1898., 114' x I' staples 12- o.c, max A. 16JJ-1 18ga.,114" x 1' 3J8- staples 24" D.C. max 11 Diamond' Patten J-Channel annel mime 18ga., 114' x 1' tIeples 8' o.c. max tamnowr Palleu Detail A ALC15001.4 FL12194-R7 Page 12 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 attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 122.5JJ-1 16 ga , 1/4" x 1" staples 16' o.c. max and 1 3/4" Long x .072' Dla. Trim Nails with 3116' Head 4 o c, max 318" OPEN FWTER I1 Diamond' Patten ALUMINUM COILS, INC Soffits Appendix B 18ga., 1 /4' x V staples 24" o.c. max Diamond- Patten 180a.. 1/4"x t' staples 12' o.c. max Lti1nl1 B 1 Bga.. 1/4" x I• 18ga.,114 *x 1' staples 24- o C. max staples o. d max Tlatniarnond' Patten 18ga.,1/4'xt• t staples 12" o.c. max i J•Channel L DOW A ALC15001.4 FL12194-R7 Page 13 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 attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L,LC System No. Installation Detail 24F-1 & 24F-4 1-tf' rROWN STAPLES USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL f•EHANNEL WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B I I' TRIM NAIL f FASEIA BOARD PAINTED S S. FASCIA CAP SOffll Prt' (40WN STAPLE I J- 1RIMZIJAIL FASEIA BOARD PANTED SOFFIT 3 FASCIA DETAIL I-q- CROWN STAPLE FASCIA CAP: RfffR TO SOFFIT 1 FASCIA DETAIL Nominal SY Bailen A ntt toSOFFIT: MAX. tl- 1 ithhoIoneBalletsrilAone )it Ring Shank IJA at every Rant SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194-R7 Page 14 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NAIL FASCIA BOARD FAKED S S. I-i- SMOOiN SHANK i FASCIA CAP ROOF NAILS SOffll 1-af- (ROwN STAPLE I I. TRIM NAIL FASCIA BOARD PAUITEO S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 Prf' (ROwN STAPLE f ASFIA FAP: REFER 20 SOFFIT 1 FASCIA DETAIL Roanal I-.2' SYP Balttn Anchored to SOFFIT; MAX. 24" F-(HANHCL Rallera rilh one Td Ring Shank Nall N a.ery Raner WOOD SUBSTRATE I• 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 nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' IRNI NAIL FASCIA BOARD PAWTED S.S. 14GA i- i-LIARS FASCIA CAP SOFFIT 1'4' CROWN STAPLE 1 t- TRIM HAIL FASCIA BOARD PARITED S.S. SOFFIT L FASCIA DETAIL 24F-3 & 24F-6 I'vt FROWN STAPLE FASCIA CAP; REFER 10 SOFFIT t FASCIA DETAIL Nommat T-W SYP Balton Aerhored to SOFFIT; MAX. TP F-[HAHNLL Railer$ r111% one 1d Ring Shalt Nall at every Railer MASONRY ALC15001.4 FL12194-R7 Page 16 of 19 This evaluation report Is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1I- TRIM NAIL FASCIA BOARD PAINTED S.S. 1-At- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND pA/1ERI1; REFER TO AIITILEVEREO rat- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN Of T All FASCIA BOARD FASCIA I t- tRln NAIL PAINTED PAINTED S.S. DETAIL 24J- So CROWN STAPLE 24J-2 SSOFfIFILTER ioIANominal r a r SYP battens scabbed en ratan and SOFFIT: MAX. ?t" 1 I 3/8"1 1-[ IIANNEL cured wilh ilhone Ifj 7d rug I I Hlaal road 511a61ol•rladeto I ItnoughIneoahwIntotheendW000 SUBSTRA IE of low ballen or Iwo t2) Too r11g & pant nods loe•nadeo on sooner side el 111a balloon at [be batleNraber IlltaoseotTdn SOFFIT STAPLE DIAMOND 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 SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 Boa., 114" x I' SIapIES 24' O.C. max oPsr. R„rrsR Diamond' Patlen otST staples 12' o.c. max r I g A I 18 ga., 114" x. 1" staples 10" o.c. max and 1 3/4* Long x .U71' Dia. Tnn1 J•Channel h1ndS with 311R" Hrild 4" 318" Deter 6 O.C. max 24JJ-1 1 Boa..114" x I" 318• staples 24' o.c. max t6ea.,114'x I' ly 11 staples B' o.c, max Diamond' Patlen 1t F J•Channel 1 Dettul A ALC15001.4 FL12194-R7 Page 18 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. SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail 18ga..114" x 1- Staples 24- O.C. Max oPEH RArMR Diamond" Patten 18ga., 114- x r- asa staples 12- o.c. max r l3 i A I 18 ga., 114" x'I" staples 16' o.c. max and 1 3/4' r Long x .072" Dia. Trim J-Channel Nails willr 3116" Head 4" 31X O.C. Max Delede 24JJ-2 18ga,. 1!4" x 1" 18ga., 1l4'x t" 3l8- 1 slaples 24' o.c. max staples 12- o.c. max Diarnone' Patten Diamond- Patten 18 9a.,1/4' x V staples ill horzon al leg of female lap Channel Deled A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for Slate 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 atldbutes-lhat are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C 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 I, II, III, 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 604 4. All calculations are based on an effective wind area of 10-ftz or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vul is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean ftHeight) Basic Wind Speed mph 120 130 140 150 160 170 180 • 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2. 46.8 30 16.9 19.8 22.9 26 3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28 6 32.5 36.7 41.2 46.9 50.8 ' 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56 6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 ' 31.3' 1 34.7 60 13.1 15.4 17.8 20.5 23.3 28.3 1 29.5 32.9 1 36.4 ALC15001.4 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 quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically, addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C BuildingMean Type Zone HeightRoofn Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 1 -32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50 6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 152.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 • 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 1 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 o (dsLoads) L) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5_ 25 14.5 1 17.0 19.7 22.6 25.8 29.1 326 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 132.2 36.1 40.2 44.5 50 16.8 19.7 1 22.9 1 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 1 23.7 1 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200- 26.0 Enclosed 4 If 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 27.0 316 36.7 42.1 47.9 54.1 60.6 67.6 74.9 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34 5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 1 -33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64 4 72.7 81.5 90.9 100.7 ' 50 37.7 44.3 51.4 58.9 67.1 75.7 1 -84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0. 30.7 34.7 38.9 1 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8- 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 237 27.5 1 31.6 35.9 40.5 1 45.4 50.6 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" 318" J-Channel 3/4" --- 1 5/e" 1 1/8" HEM T 3/4" I—I— 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMURIC VIEW 3/C- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Techhical Services, LLC of any product changes or quality, assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Fascia r 1/8" HEM 5 3/4" 1/4" 7/8" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit o25'r;P o ro• n•v 18' BLANK 3 / B PROFILE 2 av Ffr o 000a 0000 0000a a000 aooa ODUfI 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 manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D. 7/8" 3 1/8" 7/8" 3 1/8" S/16" 4 1/2" 1/2" 1/1" 1/1" 1/1" 3/4" 13.75" BLANK 3/8" PROFILE WT" 0 tC :Yi r 000D.D D D D D D O D D O DDC.1D O D D D D n D D D 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 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. Florida Building Code Online h s://www.floridabuildin or r/ r_a dtl.as x? aram=wGEVX... ttP g• gJP P PP_ P P lLE Professional- Regulation r 4 acts Home I Log in I user Regkaadon I Hot Topts I Submt Surcharge ' stats II Faro : Fiotikatbns I FSC stag I SCIS Sae Map ' unks I search O r0Product Approval USER: Public USer PrOdutt AnaroVel Menu > ftdYCt9r AMAMt1pn,SeaSb > AD&aIbn"t > AppacaKon netaa FL # FL7006-R10 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext 200 rmetzOOi@tampabay.rr.com Robert Metz rmetz001otampabay. rc com Bob Metz REMCO of. Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetz0010tampabay. rrcom Don Shaw IKO Industnes LTD 120 Hay Rd. Wilmington, OE 19808 717)579-6706 don.shaw@lko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM 07158 Class H ASTM E108 I year 2016 2010 i2011 2011 I of 3 i 4/13/2018, 7:41 AM Florida Building Code Online https:/, www. floridabuilding.org/pr/pr_app_dti.aspx?param=vGEVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method •1 Option A 10/08/2017 10/30/2017 11/01/2017 FL it Model, Number or Name Description 7006.1 [ Cambridge, Cambridge HO, Biltmore and Blitmore HD I Laminated architectural fiberglass asphalt shingleIKO'smanufacturedat Kankakee, IL; Hawkesbury, Ont.; R —_ Wilmington, DE; Syiacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes EL7006 RIO C CAC Letter - A5TM 03-16_1letter - Approved for use outside HVH2: Yes 9-26-20171 from FM.g_dfImpact Resistant: N/A FL7006 RIO C CAC Letrgr _ASTM 03462 letter -- Design Pressure: N/A I -26- .71.odf other: 7QQ6_ RIO C CAC Letter - ASTM E108 letter - 9- 26-2017).pdf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions EL. 7-006 RIO It IKO-187-02-01 LetteL:_Installatlon Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 2 i Hip and Ridge 12 Cap This is a 12" x 12" Oberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 RIO C CAC_ASTM O 3462 - Shingle -letter Surveillance Audit Location - (6-28-2017) odf FL7006_ R10 C CAC Lg gr ASTM 0 6 letter - 9- 26-20171from M. FL7006 RIO C CAC Letter - ASTM 03462 letter -(9- 26-20171.odf fL7006_ R30 C CAC Lgtter -_ASTM E108 IetteL Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL7006 R}0 Ir Hio and Ridge Cap Shlnole Installation Instructlons. pdf FL7006 RIO U IKO-187-02-01 Letter - Installa on Instructions for FBC FL7,0 6 & Venfled By: Ouc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 3 Leading Edge 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 Y — Approved for use in HVH2: Yes FL7006 RIO C CAC Letter - ASTM 03161 letter - Approved for use outside HVH2: Yes (9-26-2017) from FM odf Impact Resistant: N/A FL7006 RIO C CAC_ Letter - ASTM D3462•letter - Design Pressure: N/A (9-26-2017).odf 2 of 3 4/1.3/2018, 7:41 AM Florida.Building Code Online ahttps://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVX... Other: FL7006 R10 [CAC Letter ASTM ESQSletter 4: 26-20171 Odd Quality Assurance Contract Expiration, Date 12/31/2020 Installation Instructions FL7006 R10 It 1 87-02-01 Letter - Instpllation instructions for FBC FL7006.cdf FL7006 R10 It Roofing-Products-Leadino-Edee-Plus- 6pplication-EN(1).odf I Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R30 C CAC Letter - ASTM D3161 letter 9-2 - 017) from FM.odf FL7006 R70 C CAC =gr_ASTM 03462 letter - 9-26-2017).odf FL7006 RIO C CAC Letter - ASTM E108 letter - f9-2-6_2017).pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R10 [I iK0-187-02-01 LettP,C- lrrur qAt-10-0 Wg%-ctions for FBC FL7006.Ixif Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Q flea The State of Florida is an AA/M employer. Copyright 2007-2012 State of Florda.:: -0dbjC statement :: AeCe6SiWRV Statement:: Refund Statement Under Florida bw, emal addresses are public records. U you do not want your a-mal address released In response to a publicreoortS request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad If you have any questions, please contact SSo.407.1395. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 4SS. F.S. must provide the Department with an emar address f they have one. The emals pmvlded may be used for official communication wth the licensee. however email addresses ate public record. If you do not wish to supply a personal address, please provide the Oepartment with an emal address wniM can be mace available to the pubic. To detennNo if you are a licensee under chapter 4SS. F.S., please click tom. product Approval Accepts: iCbcl Credit Card Safe 3 of 3 4/1312018, 7:41 AM CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed 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) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Laminated_Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) 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 govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: f , /, t Signed: Brad Grcybo sltl Duc T.Mduvan ManagingD rector Florida R are Protessional Engineer P.E. Number. 650U Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Caism lion MaO3d& Technobgies, U.C. 6412 Badger Drive Tampa, FL 33610 Tet 813-621.5777 Far. 813-621-5840 ema& ma*ri &bmUrg@phanLoom Web&ta: hdVJA ww.piontcorn IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND ?HE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. 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 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 on top 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 least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush 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 as shown below. Ensure that no nail is within 2" of a joint/cutout of the 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 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 a maximum average exposure of 5-5/8". STEEP SLOPES SEALING STRIP '• I — — 1— 6• Il8Ur 118' NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRl Gwist uctim Materials Technologies. I.I.C. 6412 Badger OnW Tampa, FL 33610 Tet 813-621-SM Fs: 813-621.5840 e-me11: maeedais nd g@Mcrntoom WebSile: Mtp./Mmr.primncom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) 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. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. 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 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 on top 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 least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end.' Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the 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 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 a maximum average exposure of 5-7/8". 7 6 31a-f 1 1" NAILS r NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sift nails as shown. rl. .I. " f I- 1 Fr r L7, Q EMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Cotsmtalon Maeetids Tedtrtdogies, LLC. 6112 Badger Odv8 Tampa, FL 33610 Tet MU21.SM fax: 813421-%iO e4"I: M3MdaWMdng@PicmLeom Webft: ftdFJAVWW Miatticom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip 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 1/8" (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. THEYARE 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 ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPER CIIT 030-0 16a mm1 PRI C=Wction MOO& Tech alogtes, LLC. 6412 Banger Oriae Tampa, FL 33610 TEL 813.621-5'M I me 813-621-5840 E-mail: matena%bnd @pdcmlaom Web&he: ttlNrwW4ricml.mm IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) 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. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 131 /4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) 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 to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in'from each end. 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" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length I KO 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 the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies 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. PPJ Qnsb K Mati;rials Technalapiat. U.C. 6412 Badger OrW Tampa. FL 33610 Tel: 813-621-S777 Fa 813-621-5840 e-mail: mXAdaftmdnp@Wbntcom Web&W hapdA iw.pdantcom Florida Building Code Online h https://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVX... ; 1LEez., Business- & Professional Regulatidn 4 sm Fame I tag In ( User Registration Hot Toom Submit Surcharge i Stats a Fam 1 Putwcatar s FBC Staff SCtS Ste Map I ihk, Search rida r Product Approval Iu usea: whbe ever Pmd= AoorOvai Menu > Product or Aooltatbn S N= > pnacan _r L61 > Appaotlon Detail , FL 9 FL2346=R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext11S Steven@WarriorRooring.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205),553-1734 Ext1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 30SO warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/OS/2021 Validated By Jesus Gonzalez, P.E. Validation Checltllst - Hardcopy Received Certificate of Independence FL2346 R7 COI PRI CMT gLt of nde endence.odf Referenced. Standard and Year (of Standard) Standard Year ASTM D226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346 R7 Eouiv FBC 2017 Standards Eauivalencv.odf 1 of 2 4/ 13/2018,, 7:44 AM c • Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?pararn=wGEVX... Product Approval Method Method 1 Option B Date Submitted' 01/17/2018 Date Validated 01/17/2018 Date Pending FBC Approval 01/17/2018 Date- Approved 04/10/2018 Summary of Products 1 FL >x — I Model, Number or Name ! Description ^^ 2346.1 j #15 and *30 roofing felt I ASTM 0,226 Tested T r Limits of Use Installation Instructions --` Approved for use In HVHZ: Yes FL2346 R7 II Insta9a&iq_nIn!1L_rL!_qIons.pdf ` Approved for use outside HVHZ: Yes ( Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports I Design Pressure: N/A FL2346 R7 TR 15A Test Reoort.odf Other: Primary roof covering should be Installed FL2346 R7 TR 30A Test Reoort.odf Immediately after felt. Roofng felt Is not intended to be an unprotected weathering surface. 2346.2 ( 15w and 30w roofing felt V y i Limits of Use---'---- - ------.—-_ j Approved for use In HVHZ: No I1 Approved for use outside HVHZ: Yes I 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. ASTM D 4869 Tested Installation Instructions _ FL2346 R7 ll Installationinstructions.pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test Re oprt.odf FL2346 R7 TR_30w Test Report.odf eadc 0 ronart Iw :, Ph- 8cn-487.1824 The State of Florida is an AA/EEO employer. Copyright 2:: WaCLSMtMept :: AcrxeibRY-Spjement :: R.a,ne terriont Under Florida taw, emal addresses are public records. If you do not want your e-mal address released In response to a publt-recurd9 request, do not send electronic mel to this entry, trCtead, contact the ofte try phone or by traditional mad 7 you have any Questions, please contact SS0.487.139S. *Pursuant to Section 4SS.27S(1)„ Flonds Statutes, elFecthre October 1, 2012, kensees kensed under chapter 4S5, F5 must provide the Department with an emal address r they have one. The emaft provided may be used for o0tbi mmmuntadon with the kehsee. however emal addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallabie to the pubic. To determine If you are a kensee under Chapter 4SS, FS., please tact pact. Product Approval Accepts! Credit Card Safe 2 of 2 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P.O. BOX 40195 • TUSMOOSA, AL 35M • PHONE (205) 553-1734 • FAX (205) 553.1755 L 193 LEROY ANOERSON ROAD • MONROE. GA 30655 • PHONE (170) 207-M • FAX (770) 2074775 323 DEVELOPMENT AVENUE • CNAMBERSSURG, PA 17201 • PHONE (717) 709.0323 • FAX (717) 7094W 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 layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly 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 anew 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 of the 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 of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent _ length a minimum of two inches as you move up the valley t ''_ "po 1'uizate shedding. r _ _: _`- R D 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 seal 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 THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. LO+ C C CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: $ Historic District: Yes No Job Address: 9 ' tiiu fl -CIO Parcel ID: Residential W Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Title: Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Phone: Name Street: Resident of property? City, State Zip: Contractor Information Name it ,{ t rl 1' Phone: Fax: ` - l ya 3 (c Street: c— City, State Zip: • ? I State License No.: c'vl t r 3 Arch itectlEngineer Information Phone: Name: Fax: Street: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURYOURPRPERTY. A NOTICE OF COMMENCEMENT MUST BE PAYING TWICE FOR IMP THE JOB SITE BEFORET HE FIRST INSPECTION. IF YOU INTEND TO OBTAIN RECORDED AND POSTEDFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 l lawsregulating gulatingconstruction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing,signs, furnaces, boilers, heaters, tanks, and air conditioners, etc. I: B(: 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Permit Application Aes Rceixd• June 3U. 31115 RI NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 Print Owner/Agent's Name Signature of Notary -State of Honda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID iiigi Iazure u, on for/Agent Da L cc Print Contractor/Agent's Name f DatC Signature of Notary -State of Florida ii 7, o•o OF 120855 Contractor/Agent is Personally KnoJafjct F 'oF;;`• T ST tl11;tat Produced ID Type of ID r'r;1 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: EI t ' _a of Amps Plumbing - # of Fixtures New Construction• . ec roc of Heads Fire Alarm Permit: Yes No Fire Sprinkler Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Re%ised. June 30.2013 CITY Or SANFORD BUILDING & FIRE PREV ENTION D 'PERMIT APPLICATION A > >licatioti i\to: 2tl R— t3l 11 DOCUmen(ed Construction Value: S Job Address: 3 Q Mal* A woo —bnw,, 1-1istoric Diitri.ct: Yes \o Parcel FD: [df ntial L'I Co ncnercial T\'pe of\Fork:. \ear © Addition Altcratio.n Rep:rii. 0 D:rio Ch-mgc of Lis: I ; Descripribn off Work: I /.i i /`'t" 'i:' , j` I' i 1, I I l : I i 1. ;l? .. I )r'; • 1 I^ il;rl= Flan ReviOv C'oi!::ic'r Pet -Son: hij0i!e: Fa x : Ertt:!il: Title: P; ep=l :y 0v: nor In forniBtion rile UJunC`t`",`'vn .`V-IQ- F'iiotie: • Si!'eei: y Re:idoi)et'rv? _ City. ` tale Zip: S_ i:!- , t i' :Irtrl i f i` I ( i` 1r• .j; t1 C„ f•.i: _''.i_,(:.,>:f; 1•'',':' ) 1i1 I,/o 1 \: l---/'- !/•'1 1-'. ^t j Cia 1t.'.i?,"/_ia: :! ! ;—,-- L ' j ! nisi: Licei!, o:: '%,f. ''' -iy 1•= 1 r' rCiiii Ci cii•'_litic=r IriiOrtilcil•ii N'! r! it, C',;'i: Cit,•. St. Zip: liiCliii=' Cc•ia!i:si•: Pr Itryi!:: F- ax: t, e Lcilder: t O.'NIXC TG fl"VN' f'.: 1'01-i. I-:UI_ i'1*I: TO IiI:C'i::aa :\ X:CtTiC(: OF CC1N1 IE CE IF is Ci "('\i"IC'C' i t:: I i:'i;Ji'L i:=..1.; .(.Ct 1 UL'i i'i?C i'.`_(;'I 1'. + NOTICE OF (-0'1 Is:Nco!.I:N'I' Mt•S'1• ANDt•,C611:0 ON i HK ,10: 51'1•1: YOU 1\'I'I:"\:(1 '1'G C!_'(':,.I_ 1':•1 C1'G. t_ta':LI_'I ',1'('(':! 1'Cli'i:1N A'I"I'!_I N. l' I:li1"C)i:E I:FCu,l l'C 1'llL: 2 f i ... _ o: .. _.. 1 l:l'. _': i:.. .: C! if::l: .. S• '1:1t'1 :. 1::•:::!: 1:1!. ' t 1. - :::::: _ ii' ii:'..: :.: :. 1•• ' 1 •i:. l^..t C.. , fit. j: r' jt::•.: l1 :1:: iJti i.'. S•t:;.,:ti t:j::: Ij.: 1: :•: •.r:r :r:•:j; .1: j•.:: S:i 1°.. C••S!t 1 t r . t ar l ('•:: •• t ! V NQTICI_: I :!{Iti1:108 tci Ill.^ r.qulrCt:lCl:t3 of Illli P.,ia:t; IZ::_ lii1t• he additionai r::t.-i :.1?Il:di\I: tp (C:i _. I?iJtatndinte= tcbli: rerC:di Pi tl:s CQUtIi\.:Id 1:1\' C\: im(l 11d\ 6ruipzilq:f:nl •l.ni:. Cntlil.i G:Irll w: tv:{e, i 1.1:11? i:1Cai districts, a-L'_ncits. or f_dcral agi'nile;. - cce- i9:iCC Qi :'('IIci 1: Ijdi I will I:oii the e:t•;.er Of lll-^ Fromm_„„•1 of the rcgti!rcmtvs Of l Ia:iaa Li.., L2.t, Fa % I: Th.: Ci:\• of C_ifo:d r. uires 7;":..i:: of. l:a 1a'i. it '+'az IFi1.. , the ial2 of Feil:ia s7i 12eitial. f1r;' of tll' PX^Cl.'ted Co:::-': t I: r.•"" . .:: Crj:r I. C=Kula(_ a F!2fi r_t•I:::' Charge any' -will bC Cons!>j:ra? U:' CiU:a3i.(1 COi.:a:!_ii0a t'alile Of I .fail? 3i Ill' (!ti:_+ Qf 11,•.11 ' Ili: a:tun! Cons:i'1::ica'\al'!c \will b IiQ_: d b3-- d + C t• -- o, tip c ...n t I C Valii_ i,m T,tiI: i- -t, s: sir: J t: Ll.'_ Ll (a It'y'1. tL+. It 1l 'I _J,. Sh&.:Id C21ii: =.e. 1 ?tc rai r r. F..i, 1_.liiU'd in il17C.. ,C: v,.,:] C: I' CI:`_r _ 1. I. - +-; 1 _ r ° Q C1, i.:e e\tiiit_:. CQ-tr: 1 CXi:+:da, lad' 2Cii:I C Ci-Qii'Qii t':ll l• i \ - t ll bt 3t11.1: II1 l_iail!: 1.-: L[!.:: tilt Feri is Is O1\'\ EI:I AFFIDAVIT: I Certify that all of the fureg in itiforn;atio:t is acc ra e :site that all rorl: ici;l beCIOtIeIClCOr?lpIlatlCe tt'ICII all al)OIICable laws re?ul titt<' Construction '!r N . ' i• I ,1 t t i "jn: f.: '."' .. - ..: :. t:,: l: ':'ii:: _::C: -_ .. \_•.-tr '`-cam NGS ssbn 9 GG 268826 Explree October 17 2022 et' JordedTiwTtolifdnhwcence'BOa 8S1f 1,/'.:'. .-_'. i :1 t i:>:i=ii:'t%..i it?.. •:i :1 I: .i;iCC I vnt o 0.._ ,J BEL O« IS 170P, 0F. USE O\L' i ? i•IL 1:1\ {\Gli! :t C;!: ._..!!•«.'ice I I_I. ... •i i :' I:LIt.' 1 C f !::. t.: 1:.. il. 't Con- siructi:i:i Type:6:c!:;i rcy U e: To:, I Srl I: t r f F,*I"It- flit:. OCC!:h:laCt' d• E:, r i. , lili'I:: i•:':I' I't-;'.iI;i: 1 C':•I_I i\ tl = t:1 l- _ _- "" t. I'[ IN ClV.1,I- t I I fir! i : ii ii I`. . V, F __..l: C() I I1:`; T - 171, d l0ili: c STATE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 069 Tribeca A LHG Loft - E Builder Name: Park Square Homes Street: 3966 Night Heron Drive Permit Office: City of Sanford City, Slate, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2693.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1368.00 ff2 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 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 S. Is this a worst case? No t0. Ceiling Types (1303.0 sqft.) Insulation Area a. Under Attic (Vented) R-30.0 1303.00 112 6. Conditioned floor area above grade (W) 2087 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. WA 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 f12 SHGC: SHGC-0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 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 f12 SHGC: SHGC=0.25 13. Heating systems kBtu/hr ' Efficiency d. U-Factor: N/A ft2 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 (2087.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation9 R-0.0 960.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 784.00 f12 None c. other (see details) R. 343.00 ft2 15. Credits Pstat Glass/Floor Area: 0.101 Total Proposed Modified Loads: 60.05 PASSTotalBaselineLoads: 63.49 I hereby certify that the plans and specifications covered by Review of the plans and SrA FthiscalculationareincompliancewiththeFloridaEnergybyspecificationscoveredbythis 04-VUE f't A Code. Bp an Digitally signed Bojan calculation indicates compliancePaukovico PaUkOVIC Date 2018.08.28 15:56,02 with the Florida Energy Code. rne, , •,; ;,, „ O PREPARED BY: _ on• Before construction is completed DATE: this building will be inspected for a _ v O a compliance with Section 553.908 I hereby certify that this building, as ned, is in co pliance Florida Statutes. with the Florida E 0 tyE J OWNER/A :!:BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires art 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 an 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 On for whole house. 8/28/2018 3:53 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 5 UES Project No: 0110.1700817.0000UNIVERSALWorkorderNo: 9426791-1 ENGINEERING SCIENCES Report Date: 12/24/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection03BuildingInspection • Plan Review • Building Code Administration d 3632 Maggie Blvd, Orlando, 32811 - P: 407.423,0504 - F: 407.423.3106 T M 17 /6 '' 3 In -Place DensityIn-Place Density Test 319l06 A114 r. Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing UES Technician: Jorge L2 Rodriguez Date Tested: 12/24/2018 East Lake Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: Lot 69 ( 3966 Night Heron Drive) Tvoe of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing , 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 aximum DensityDensity pcf) ptimum Moisture 1 Field Dry tY pd.) Field Moisture f%1 Soil Compaction 1 Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 104.3 8.7 98 N/A Pas: 2 West Footing 1-2 ft 106.8 10.6 106.9 8.0 100 N/A. - Pas: 3 South Footing 1-2 ft 106.8 10.6 103.6 9.2 97 N/A Pas: 4 Northeast Comer of Pad ( TOF) 1-2 ft 106.8 10.6 105.4 9.8 99 N/A Pas: 5 Southwest Comer of Pad ( TOF) 2-3 ft 106.8 10.6 107.4 8.1 101 N/A Pas: Remarks: TOF = Top of Fill TA —Mhl:nh n .....I..nl n. #—#;— 1n I nllnnlw Ihn O..hlln n 4 n...rnf— nll .nnnA.. — ....h.. W-4 ——.A'A—G/ f --ft, nl n... nl:nn/n nna 15 li h ears, Inc 15 lightyearsgry 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, This letter is to request 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 Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyurl.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Z < Timothy rhith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: C, A, a f I Permit #: 1$- 37 ( l Job Information Builder: Pr'A' S yl-(e klo,M.ts Community: adhAM 11tSu G Lot:61 Address: 3q(v% &(o" "j( Je . Unit: City: SA-Y 4 State: FL_ zip: 32*1rJ3 IAir Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method I OPRESCRIPTIVE 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 w.g. (50 pascals) in Climate Zones 1 and 2. WPERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected 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 Caic (Performance) or R406-2017 (ERI): 1690 X 60 _ I0r7I = .:3 MerhedforcaWatingbuildingvolume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans CA S (Mechanical Ventilation is not required) ® Code software calculated S (with ec an(cal Ventilation) O Field measured and calculatedFAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/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 Sectlon 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterlor windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the Intended weatherstripping or other Infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if Installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: W Date of Test: 5 - J a -H Printed Name of Tester: Will Torres License/Certification #: 9704654 Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: Cv\o( Permit #: /g 37 I l Job Information Builder: ( 5 Ct ( Community: Lj a ,<,, 'J)r1ter C Lot: ' y Address: '3g66 N, { gew `7; 2 Unit: City: S gd\To (a State: L Zip: Duct Leakage Test Results System 1 S cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler 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 R403.3.3. Is the air handler unit installed during testing? YES 000') E]NO ('QO 3) 0 Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the c + 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 Form On specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 o. a3 PAS FAIL Duct tightness s a 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)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 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: Date of Test: 5 3a- %9 Printed Name of Tester: Will Torres License/Certification #: 9704654 Issuing Authority: RESNET a, E 0 X Certificate of Achievement THIS ACKNOWLEDGES THAT Will Torres HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED HOME ENERGY RATER RT IN # 9704654 Certification Date: November 7, 2018 Certification Expires: November 7, 2021 z - Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) Io) DESCRIPTION AS FURNISHED: Lot 69, WYNDl +M PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florido. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bonk of Americo RENAINOER OF LOT 0 PALMER' S SUBOMSION P. B 2. PACE 41 S 00118,02" E R' 60. 00' LOT 70 P. C. J1367, _-----',X I 10' FENCE ES6(T. I 1 1 se.. e• ti I I LOT 69 I 1 15.06' I q ,,0E c 4 • 2. OW" y I ll•.fA• r41.• ao N ti Ca I FOR14SWO FOUNDATION4i IF44 rFORAIAYERAGE 4 23.07' I amp. B. 3• ',. 15. 66' 1 bs. ee' 16.3' I 1 r P • 25. 20' 25.20' ID• UTIL. rESMT. LOT 68 S 00116'57" E (e.e.) 60. 00' SEra4: KS AS rURNISNfO FROM - 25'(•) REAR 20' SIDE - 5' (40' LOT) 60; LOT) NIGHT HERON DRI VEr to- (%5 LOT) 10' SIDE STREET - 25' (60' & 75' LOT) 15' ( 40' LOT) 25' FRONT SCUMCK CAN BE REOUCEO c'fb,i. (50' PRIVATE ROAD) rC 20' ON CERTAIN LOTS. NO MORE THAN _'+•T. sky 2) IN SUCCESSION AT 20' AND A MINIMUM OF ( 2) IN SUCCESSION AT 23, PROPOSEO FMS1ff0 SPor GRADE ELEVAnONS PI. R DRAINAGE PLANS PROPOSCO ORAINACE FLOW 0 to/ GRADING IYPf A 6400" a PROPOSED F.F. PER PLANS . 230 RUS' ENMEYER-SCOTT ASSOC., INC. - LAND SURVEYORS PYL. , la.t a tog5400 e . r , nr. . rnItAL E COLONIAL DR. ORLAN00. FL. 32007 (A107)-277-3232 FAX (407)-65e-1436 Nola.. IP . Itl1 rK k . V IRV M Q .fly CON101F! CUYAIM,t 1. IME aldelSON O0Q N[10r CSRIVI nNr /115 SION[r MCCSS 11t lCMOA105 OY FINCIICI On IOWnN A fMr /IA19N l,MJm CF Cr. . CO.C/Crt .0-0, .2. • MCINL It1 CI • I/Y IA •/R1 .Mi NR • 10,.IA01/L F1O/tSS10N.. St1OSTORS AMO ItV EIB N OMVIOI SI-I) /LO10A AaMfesnMlAc CWC PURSVAr/I A SKSKM nAt/. Ft.OlIO, r NCS t. MAU LMAMM WM SU11LrM'S M MILM ANO 04WY RMS[D I" no RK.0 MW M C M6 MC NX r.Ctl0. KG . M14f Or ] VP • WKIIII TO 41. • POINT C0.0a] WC. • CMC,AJKI I. 11/5 S,AMIY IRS PRVWM nIM 011E 0000WIOM F1tO151OD ID rK SUNW M, rMM Mr K Onip rCMCn0M5 orPCt. . lOIMt V CO,uDtOQ,n PAN . q,N,tM IV[RNCt iOtt011 1 00 CASCI,ON.•. MCF AFM7 n0 PII0PUI1. IIO M'NoMMM 11/1101LNWR •AK am U) Mm WU= Onowl,1E IIpII wNl[RIK ft. FYmg1 /I [LNAtIW b0 IL . Mta U4 . E Qr1M. 10( 11/7 fltM1 O PAVARm F01 I19 fOL BdVR Of r10SC CORYIfD N AND SNOWD AW atAEMO ~ R MN ON[ll CMIR. fry . M,W,-Q-vAr !N LKw441 1- . C.&CAACNt 11 . MIC ICMOU 1. C.&IMM SNOW fM1 INE UCCOOM Or 40101IUM MOM 00" AOr IC 44M M 1<0016111ICI 001H9M1r "I ISM11K ARE NJIO AMID D RN AND M PC IL,E SHAM AS BASE K~ (e,1) Nu. Lill R LtE1Xt10Ni, o NO SWtCtCO Ox MAt101ML C[00[RC YERnCN. fMNv OF 112I, u11QS ONmIWIfC NOI54 LMr / tN[t LOG vt051GSt I, C" MC1r aF AYOQOM1pN Nr, "It C/ t COiALtf ROC. rC rOIN1 V C,0-1w SGVE 1• 20'DRAWN or ••• 01. A 1 OC I -a." RIC n,m, CER IIM er:• Ot/E OROQ . aI.°- wLoclN PCOr PLAN 00-1i-2010 3479-IO C • Can r0lete0AR0 iam0AT1ON/RM. 12-tJ-201e 6276-10 L0 - OOri RAIMp NORM ms euk"ci Awilom ODES Nor IX n1111" ME ESIAOUSMEO 100 R:,R FLOOD PLANE AS Pot :1RM' CRUSENM 'R, R.15. / A71. ONr ' II• MAP 1 0211 700000 F (09-2e-07)