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COUNTY OF SEMINOLE IMPACT FEE STATEMENT k - 01" ) q STATEMENT NUMBER: 18100006 BUILDING APPLICATION #: 18-10000671 BUILDING PERMIT NUMBER: 18-10000671 DATE: August 06, 2018 $ a qc)' ' UNIT ADDRESS: BLUE GROUSE LANE 2358 17-20-31-502-0000-0470 TRAFFIC ZONE•022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2358 BLUE GROUSE LANE / WYNDHAM PRESERVE SFR 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 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD SSingle Family Housing 9,000.00 1.000 dwl unit 9,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER 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 OCCUPARY 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 TOP LEFT OF THIS STATEMENT. I THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County FL Inst #2018088964 Book:9183 Page:1993; (1 PAGES) RCD: 8/6/2018 1:64:40 PM REC FEE $10.00 Parcel ID Number: 17-20-31-502-0000#At 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, Fl 32811 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. CERTIFIED COPY %Off MALOY CLERK OF THE CIRCUIT COURT AND COMPTKO1.LCR SEMINOL CO RTY, FL .'.a S , BY DEPUTY CLERK Oate 1 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: LOT 7 Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded Page 93-102, of the public records of Seminole County, Florida. Address :(a/1i IQ(il. , Sanford Fl 2. , General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone (407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone (407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1M0C3J Cincinnati, OH 45227 in Plat Book 81, 32773 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(l)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed 41W1Signature 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 Daphne Clark My commission expires: 6/27/19 Serial No. FF209108 Notary Signature: 0 oty seal: j+naa CITY OF SkA4lORD Building &Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT Application No: I D Documented Construction Value: $ ZQD S i•a 0 2 a( fJobAddress: 2v SO U Qt' Historic District: Yes No7 Parcel ED: 17-20-31-502-0000- 6 l _ 0 ResidentialD Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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. k(- 1 z /,4 6/2z/ram Signature or Owner/Agent ate Signature of Contractor/Agent Date VISHAAL S GUPTA VISHAAL S GUPTA Print Owner/Agent's Name Print Contractor/Agent's a 6 Z 6 22 a Signature of No a of Florida ate Signature of Notary- iate of Florida Date r... W OMISSION t FF 2D9108 EXPIRES: June 27, 2019 6plldlEThNBndp tNctrryfanFp+ Owner/Agen atIsESPersonallyKnowntoMeor Produced ID N/A Type of ID Permits Required: Construction Type: DAMM w alw SSION 0 FF 2MOS EXPIRES: Jung 27.2019 eaM1 BaAeOtMyguOpb buryemfat Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Electrical ©' Mechanical 2' Plumbing, Gas[] Roof Occupancy Use: ,2 :5 Flood Zone: 1C—S t6 Total Sq Ft of Bldg: Min. Occupancy Load: 14 # of Stories: Building 1102 New Construction: Electric - # of Amps, 0 Fire Sprinkler Permit: Yes No e # of Heads APPROVALS: ZONING: 18 UTILITIES: ENGINEERING:MiC- Co-7S-18 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 45 -q ' N '"t• Z l t(Vtcadro view Plumbing - # of Fixtures 2 1 Fire Alarm Permit: Yes No R] WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application CITY OF SANFORD Building &Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT Ig d l9ApplicationNo: v I Documented Construction Value: $ VV Job Address: 26SS A?t;% Historic District: Yes Noo Parcel ID: 17-20-31-502-0000- 6(.4 _ 0 Residentialo Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IUVIPROVEMENTS 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 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 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 ]CC 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. 01 Signature of Owner/Agent to Signature of Contractor/Agent Date VISHAAL S GUPTA VISHAAL S GUPTA Print Owner/Agent's Name Print Contractor/Agent's a Signature of No a of Florida &we Signature ofNotary- Late of Florida Date x` ° D.A.CLAW ° D.A.QM dr * lIYCOIvMISSIONOFF0108 # wcoMNIISSIONIFF2D9108 EXPIRES: June 21, 2D19 EXPIRES: June 27, 2019 gonOealAtuB+Aputkurytuwn, ?'lOra ga,l gu yetlbbry6 wrlac Owner/A-ent IsS Personally Known to Me or Contractor/Agent is _S Personally Known to Me or Produced ID N/A Type of TD Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: ' Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 6 1 WASTEWATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: January 1, 2018 Permit Application CITY OF ANFORD 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: parksquare@permitspermitspermits.com Property Address: 2358 Blue Grouse Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0470 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 US 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 The parcel is not in the: M 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 W, the best available information used to determine the base flood elevation is: BP# 18-2819 Reviewed by: Michael Cash, CFM Date: June 25, 2018 CITY OF Application for Right -of -Way SWORD 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 partof 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: 04 3•W l7 W/ (Ilffj l 14AE Aerial Installation Underground Utilities Directional Bore Roadway open cut -single lane lack & Bore Roadway open cut —multi lane Small Cell/Wireless 1-3Co -location M New pole 0 Other (describe): Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY OME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: 0 Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submitted y Signature: Print Name: VISHAAL S GUPTA Firm/ Company: VISHAA GUPTA - PARK SQUARE HOMES Date: 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 and understand the above statement and by signing this application I agree to its terms. Signature: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Utilities Engineering 1 Inspected By: Conditions*: Date: Date: Date: eo -Zrj - Zp (8 Date: FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method FProject Name: Lot 047 Madrona C RHG - S Builder Name: - Street: 2358 Blue Grouse Lane Permit Office: City of Sanford ` City, State, 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 (2128.0 sgf1.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 ft22. Single family or multiple family Single-family b. Frame - Wood, Adjacent R-11.0 340.67112 3. Number of units, tf multiple family 1 c. N/A R. ft' 4. Number of Bedrooms 4 d. N/A R. ft2 10. Ceiling Types (2091.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 2091.00 f12 N/A R. ri= 6. Conditioned floor area above grade (flb. z) 2091 R. nz C. N/A Conditioned floor area below grade (112) 0 11. Ducts R hz a. Su 7. Windows(252.0 sgft.) Description Area P: Attic, Ref: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U-0.55 150.001? SHGC: SHGC=0.22 12. Cooling systems kBtu/hr Efficiency b. U-Factor: Dbl, U=0.58 72.00 ft2 a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 30.00 ft' kBtu/ hr Efficiency SHGC: SHGC-0.25 13. Heating systems il' a. Electric Heat Pump 33.0 HSPF:9.00 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: 3.201 ft. 14. Hot water systems Area Weighted Average SHGC: 0.232 a. Electric Cap: 50 gallons 8. Floor Types (2091.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 60.22 PASS Glass/ Floor Area: 0.121 Total Baseline Loads: 63.78 SHE STq I hereby certify that the plans and specifications covered by Review of the plans and OF T6 this calculation are in compliance with the Florid EneeoVyMlchael specifications covered by this My Digits y sig D calculation indicates compliance Code. Conway with the Florida Energy Code. mn;`l MichaelConwayDa1e.2018.06.0713:2403 oa oo Before construction is completed U - PREPAREDBY: this building will be inspected for 0 a DATE: compliance with Section 553.908 . ° LFlorida Statutes. I hereby certify that this building,dn as de , is in compliance COD W'E with the Florida Energy Code. OWNER/ N 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 requiresanAirBarrierandInsulationInspectionChecklistIn 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 withaproposedductleakageOnrequiresaDuctLeakageTestReportconfirmingductleakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 6/7/ 2018 1:1 B PM gy g Ener Gaue® USA Section R405.4.1 Compliant Software Page 1 of 4 SCPA Parcel View: 17-20-31-502-0000-0470 http://parceidetail.scpafl.org/ParcelDetaiIInfo.aspx?PID=i 720315020... I Property Record Card SUM&& Parcel: 17-20.31-502-0000.0470 I tzraaaoown Property Address: 2358 BLUE GROUSE LN SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-502-0000-0470 Owner(s) PARK SQUARE ENTERPRISES LLC Properly Address 2358 BLUE GROUSE LN SANFORD, FL 32773 Mailing 5200 VINELAND RD STE 100 ORLANDO, FL 32811-7658 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL L — Exemptions 60 60 60 60 49 48 4 46 ; cn to w Zn 60 60 60 60 60 Seminole County GIS Legal Description r LOT 47 WYNDHAM PRESERVE PS 61 PGS 83-102 Taxes I Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales rDescription SPECIAL WARRANTY DEED Find Comparable Sales Land 2018 Working Certified Values 12017Values Valuation Method Cosl/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 51,000 14,000 Land Value Ag Just/Market Value •• 51.000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 51.000 114.000 Tax Amount without SOH: $266.00 2017 Tax Bill Amount $266.0D Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values Taxable Value 51,000 E0 $51.000 51.000 $0 $51,000 I 51.000 E0 $51.000 51,000 $0 $51,000 51.000 $0 $51,000 Date Book Page Amount Qualified Vac/Imp I 8/1/2017 08965 0144 $3,588,000 No Vacant Method Frontage Depth Units Units Price Land Value LOT 1 $51.000.00 $51,000 L1---- - - --- Building Information I — — — Permits PemnNNO Description Agency Amount CO Date Permit Date No Permits I of 2 6/20/2018, 3:46 PM REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Parmiffi 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: ricT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final smm-, Inspection DescripflonMinMax 10 plumbing Undergound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 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 047 Madrona C RHG - S Builder Name: Street: 2358 Blue Grouse Lane Permit Office: Cit of Sant rd City, State, Zip: Sanford , FL , Permit Number: 1 8 - 28 19 Owner: Park Square Homes Jurisdiction: 691500 nSAAJF0DesignLocation: FL, Orlando County: Seminole (Florida Climate Zone 2) 11A 1. New construction or existing New (From Plans) 9. Wall Types (2128.0 sgft.) Insulation 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1787.30 f12 b. Frame - Wood, Adjacent R=11.0 340.67 f12 3. Number of units, if multiple family 1 c. N/A R= n2 4. Number of Bedrooms 4 d. N/A R. n2 10. Ceiling Types (2091.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2091.00 f12 6. Conditioned floor area above grade (f12) 2091 b. N/A R. f12 Conditioned floor area below grade (112) 0 c. N/A 11. Ducts R= ft 2 R ft 7. Windows(252.0 sgf1.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 418.2 a. U-Factor: Dbl, U=0.55 150.00 f12 SHGC: SHGC=0.22 b. U-Factor: Dbl, U-0.58 72.00 f12 12. Cooling systems kBt Efficiency SHGC: SHGC-0.25 a. Central Unit 34.8 .8SEER:16.00 c. U-Factor: Dbl, U=0.54 30.00112 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.201 ft. Area Weighted Average SHGC: 0.232 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2091.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 2091.00 ft2 b. Conservation features b. N/A R= f12 None c. N/A R= f12 15. Credits Pstat Glass/ Floor Area: 0.121 Total Proposed Modified Loads: 60.22 PASS TotalBaselineLoads: 63.78 I hereby certify that the plans and specifications covered by Review of the plans and F STg7, this calculation are in compliance with the Florid Enerox Michael Digltaspecifications covered by this y0 = ,60, y sign y Code. Conway calculation indicates compliance vj Michael Conway Daw2018.06.0713:z4. 3 with the Florida Energy Code. u,,,, "•," ,ti:;:, •,,.,. „ O PREPARED BY: -04'W Before construction is completed DATE: this building will be inspected for X compliance with Section 553.908 I hereby certify that this building, as design s in compliance Florida Statutes. C O with the Florida Energy Code. OD WE OWNER/ G NT BUILDING OFFICIAL DATE: DATE: _ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On 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. 6/ 7/2018 1:18 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 047 Madrona C RHG - S Bedrooms: 4 User Conditioned Area: 2091 Park Square Homes Total Stories: 2 1 Worst Case: No Rotate Angle: 45 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 47 Block/Subdivision: WYNDHAM PRESERV PlatBook: Street: 2358 Blue Grouse Lane County: Seminole City, State, Zip: Sanford , FL, CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 Blockt 2091 19446.3 SPACES Number Name Area 'Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2091 19446.3 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulalio Main 191.5 ft 0 2091 fie 0.29 0 0.71 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2339 f12 524 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2091 fie N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 2091 02 0.1 Wood 6/7/2018 1:18 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY UMIz :KI-15I HhPUK I WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To WallJype Space p_Value-EL-In_Et-In Area-B-Value-Eraction-Absor_Grade°6_ 1 SW=>W Exterior Concrete Block - Int Insul Main 4.1 56 0 9 4 522.7 fie 0 0 0.8 0 2 SE->S Exterior Concrete Block - Ini Insul Main 4.1 25 6 9 4 238.0 fie 0 0 0.8 0 3 NE=>E Exterior Concrete Block - Ini Insul Main 4.1 65 0 9 4 606.7 fie 0 0 0.8 0 4 NW=>N Exterior Concrete Block - Int Insul Main 4.1 45 0 9 4 420.0 fie 0 0 0.8 0 5 -=> N Garage Frame - Wood Main 11 36 6 9 4 340.7 fie 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 SE=>S Insulated Main None 4 3 8 24 fie 2 -=> N Wood Main None 46 2 8 8 21.3 1112 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 45 de rees . Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW=>W 1 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 5 in Drapes/blinds None 2 SW=>W 1 Metal Low-E Double Yes 0.54 0.25 N 8.0 f12 1 ft 0 in 1 0 5 in Drapes/blinds None 3 se=>S 2 Metal Low-E Double Yes 0.55 0.22 N 30.0 fie 1 it 0 in 1 ft 5 in Drapes/blinds None 4 se=>S 2 Metal Low-E Double Yes 0.54 0.25 N 6.0 f12 1 ft 0 in 3 ft 6 in Drapes/blinds None 5 se=>S 2 Metal Low-E Double Yes 0.54 0.25 N 8.0 t12 7 ft 4 in 6 0 0 in Drapes/blinds None 6 NE=>E 3 Metal Low-E Double Yes 0.55 0.22 N 45.0 fie 1 f10 in 1 05 in Drapes/blinds None 7 NE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 t12 1 (t 0 in 1 h 5 in Drapes/blinds None 8 nw=>N 4 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 it 0 in 1 ft 5 in Drapes/blinds None 9 NW=>N 4 Metal Low-E Double Yes 0.58 0.25 N 72.0 112 8 (t 0 in 1 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393 fie 64 (t 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2268.7 124.55 234.24 386 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 6/ 7/2018 1:18 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBiu/hr 1044 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 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fie DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 418.2 ft Main 104.55 Prop. Leak Free Main clm 62.7 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingr Jan r Feb Mar r Ma Jun Jul Au Se Oct Nov Dec Heatin[XJan [X} Feb X Mar 1JA AprMay Jun Jul riAuSep Oct Nov Dec Ventin l) Jan l 1 Feb lX Mar Apr Ma Jun Jul Aug Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Delault 8 Ibs/s .ft. 0112 0 ft 0.3 Main Name: Test Rater Signature: Rating Compant: Test Rater Date: 6/ 7/2018 1:18 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2358 Blue Grouse Lane Permit Number: Sanford , FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall 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 envelopm 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 let lon.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, backdrah 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 -filling doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. oR402.4.3 Fenestration air leakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 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. 6/7/2018 1:19 PM EnergyGauge® USA - FBC 61h Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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 psi (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. Posiconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Hbat 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. 6/7/2018 1:19 PM EnergyGauge® USA - FBC 61h 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'/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 off iclencles (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. D 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 Umin. a. When tested in accordance with HVI Standard 916 60/2018 1:19 PM EnergyGauge® USA - FBC 61h 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 (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/7/2018 1:19 PM EnergyGauge® USA - FBC 61h Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. oR403.11 Portable spas (Mandator9Ohe energy consumption of electric -powered portable spas shall be controlled by therequirementsofAPSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 6/7/2018 1:19 PM EnergyGauge® USA - FBC 61h Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 94 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/Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 34.8 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. 2091 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. 0.232 14. Heating system: Capacity 33.0 c) Area 7c. 252.0 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. 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. 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) 10131. 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 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit 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 installed code compliant features. Builder Signature: Date: Address of New Home: 2358 Blue Grouse Lane City/FL Zip: Sanford. FL 6/ 7/2018 1:18:56 PM EnergyGauge® USA 6.0.02 - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sardso ve Coot. W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCootirg com Licerse CAC032444 Project• • For: Park Square Homes 2358 Blue Grouse Lane, Sanford, FL Notes: Job: Lot 047 Madrore C RHG - S Data: 06/07/2018 By- LF/RI/MC Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21776 Btuh Structure 19696 Btuh Ducts 2223 Btuh Ducts 4595 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 23998 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 23660 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3179 Btuh Ducts 955 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) latent load BtuhArea (fC 7 7 Equipment 4134 Vblume (ft3) 18853 18853 Air charges/hour 0.41 0.21 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 27794 2.6 Btuh tonEquiv. AVF (cfm) 129 66 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfrrl Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048 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 = 34 OF Backup: Input = 7 kW, Output = 24790 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Lq_"t:5gD t- 2018-AP071127:11 r+t--^ Righ-Sute®thiversal2018180.11 FtSU25029 Page l Wtadrore C RHG -'Slot 047 Vadrore C RHG - S.rtp Calc a M18 Frort Door laces: S wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com License: CA0032444 Job: Lot 047 Madrorla C RHG - S Date: 06/07/2018 By: LF/RI/MC 1 Room name Entire House BEN 2 Exposed wall 1915 ft 295 4 3 Room heigN 93 fl d 93 D hsa70ool 4 5 Room dmertsorts Room area 2OZ73 W 1.0 x 161.5 fl 1615 IF Ty Condon U-value Or HTM Area (8) Load Area (f) Load numberI BIul14p n BWh" or Perimeter (II) Bluh) or perimeter (fi) BWh) Heat Cool Gross NIPS Heat Cool Grass WP/S Heat Cod 6 ILS 13A-4ocs 0.143 ne 3.73 2.90 521 483 1802 1398 28 28 104 81 4A5.2om 4B5 2hn 0.550 0.540 no ne 14.35 14.09 22.14 23.59 30 8 0 0 431 113 664 189 0 0 0 0 0 0 0 0 11 13A-40cs 4A5.2om 0.143 0.550 se se 3.73 14.35 2.90 22.15 237 30 169 1 631 431 490 665 121 30 91 1 339 431 263 665 4B5.2[m 4135.26n 11DO 0.540 0.540 0390 se se se 14.09 14.09 10.18 24.09 16AI 1227 6 8 24 0 6 24 85 113 244 145 131 294 0 0 0 0 0 0 0 0 0 0 0 0 V I1_-GG 13A-4ocs 0.143 9w 3.73 2.90 605 552 2058 1597 126 111 413 320 4A5.2om 0550 sw 1435 22.15 45 2 646 997 15 1 215 332 485.21m 0S40 ON 14.09 22,89 8 1 113 183 0 0 0 0 Vjl 13A-4ocs 0.143 nw 3.73 2.90 419 302 1125 873 0 0 0 0 4A5.2om OS50 nw 1435 22.14 45 0 646 996 0 0 0 0 4A5.2omd 12C-0sw 0580 0.091 nw 15.14 238 27.72 1 Sl 72 339 0 318 1090 756 1996 479 0 0 0 0 0 0 0 0R I-p 11 DO 03% n 10.18 1227 21 21 217 262 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 2027 2027 1693 3565 162 162 135 284 F 22A-Ipm 1.180 30BO 0.00 2027 192 5898 0 162 30 909 0 6 c) AED excursion 592 69 Envelope loss/gain 18091 15516 2545 1876 12 a) Infiltration 3685 1331 568 205 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants@ 230 5 1150 1 230 Applianoesb1her 1700 0 Subtotal (lines6 b 13) 1 21776 19696 3113 2311 Less external bad 0 0 0 0 Lesstrarder 0 0 0 0 Redisbibution 0 0 261 234 14 Subtotal 21776 19696 3374 2545 15 Dud loads 10% 231/6 2223 4595 10'/6 23% 344 594 Total room load 23998 24292 3718 3139 Air required (dm) 0 1160 1 1 0 150 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w IgF to'lZn- 2018-,AP071127:11 At& Riga-Scite®lbiversal201818.0.11 RS1125029 Page 1 Madrore C RHG - S1Lot 047 Madrore C RHG - S.rr.p Calc . M18 Frori Door laces. S wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou4, W irter Park, FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoollrg corn Ucerse: CAC032444 Job: Lot 047 Madrorla C RHG - S Data: 06/07/2018 By. LF/RI/MC 1 Room name 8TH3 BED3 2 Fvosedwall 55 If 145 ft 3 Room height 93 fl heatbool 93 0 heatkool 4 5 Room dmerdons Room area 9.0 x 55 0 495 IF 1.0 x 169.0 tl 169.0 1R Ty Coraudon number U-value BWhM --9 Or HTM BIuh4R) Area (I) or perimeter (A) Load BWh) Area (I) or perimeler (8) Load BWh) Heat Cod Gross N/RS Heat Cool Gross NIPS Heat Cool 6 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 05W ne 1435 22.14 0 0 0 0 0 0 0 0 485.2An 0540 no 14.09 2359 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0550 se 1435 22.15 0 0 0 0 0 0 0 0 485.21m 0540 se 14.09 24.09 0 0 0 0 0 0 0 0 485.21m 0540 se 14.09 16.41 0 0 0 0 0 0 0 0 IIDO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 13A- 4oc5 0.143 sw 3.73 2.90 51 47 176 137 135 120 447 347 4A5. 20m 0550 ON 1435 22.15 0 0 0 0 15 1 215 332 Vy 41215. 2trn 13A- 4os 0. 540 0. 143 sw r1w 14. 09 3. 73 22. 89 2. 90 4 0 0 0 56 0 92 0 0 0 0, 0 0 0 0 0 C 4A5.2om 05W nw 1435 2214 0 0 0 0 0 0 0 0 4A5. 2omd O-W rw 15.14 27.72 0 0 0 0 0 0 0 0 12C- 09w 0.091 238 151 0 0 0 0 0 0 0 0 11 DO 0" n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 50 50 41 87 169 169 141 297 F 22A-tpm 1.180 30.80 0.00 50 6 169 0 169 15 447 0 6 c) AED excursion 29 82 Erhelope loss/gain 443 344 1250 1058 12 a) Infiltrafion 106 38 279 101 b) Room venfilaWn 0 0 0 0 13 Inlemalgains: Occupants@ 230 0 0 1 230 App W-msbfw 0 0 Subtotal ( lines6ID 13) 549 382 1529 1389 Lessexlemal bad 0 0 0 0 Lesstrarder 0 0 0 0 Redislribu6on 7 15 10 21 14 Subtotal 556 397 1540 1410 15 Dud loads I 10-/- 231/6 57 93 10% 230/6 157 329 Total room load 613 490 1697 1739 Air required (dm) 0 23 0 83 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrrtg str9oTc- 2018-.Ano71127,11 FUgh- SU19SUriversal2018 18.0.11 RSLI25029 Page 2 Madrora C RHG - SNLo1047 AMadrore C RHG - S.rnp Calc = M18 Frort Door laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cont. Wirier Parr FL 32792 Ptnre' (407) 629.6920 Fax: (407) 629. 9307 Web: wwwOneSWpCoolirg.com License: CA0032444 Job: Lot 047 Madrore C RHG - S Data: 06/07/2018 By: LF/RI/MC 1 Room name LDRY 2 E*osed wall 0 d 10.0 A 3 Room height 93 Q heaV=l 93 D heaftol 4 5 Room dimensions Room area 35 x 35 fl 123 IF 1.0 x 925 A 925 W Ty Coroucion U-value Or HTM Area (W) Load Area (IF) Load number BArh4 -n BtirtVIR) or perimeter (A) Bluh) or perimeter (A) BGrh) Heat Cod Gross NiPIS Heat Cod Gross NIP15 Heat Cool 6 Vy 13A•4ots 4A5.2om 4136-21m 0.143 0.550 0S40 no no no 3.73 1435 14.09 2.90 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01--f 11 13A-4ors 4A5.2om 0.143 0550 se so 3.73 1435 2.90 22.15 0 0 0 0 0 0 0 0 65 0 59 0 221 0 171 0 4B5.21m 4B5.2tm 11 DO 0.540 0540 03W se se se 14.09 1409 10.18 24.09 1641 1227 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 85 0 0 145 0 0 13A-4ocs 4A5-2Dm 0.143 OS50 sw Sw 3.73 1435 2.90 22.15 0 0 0 0 0 0 0 0 28 0 28 0 104 0 81 0 485.21m 13A-4ors 4A5.2om 0540 0.143 05W sw rrw nw 14.09 3.73 1435 22.89 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5.2Dmd 12C•09w 0580 0.091 nw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 126 0 104 0 248 0 157 D 11 DO 16B-30ad 03W 0.032 n 10.18 0.84 1227 1.76 0 12 0 12 0 10 0 22 21 93 21 93 217 77 262 163C F 22A-prm 1.180 30.80 0.00 12 0 0 0 93 10 308 0 6 c) AED excursion 1 7 Envelope loss/gain 10 21 1259 971 12 a) Infiltration 0 0 192 69 b) Room ventilation 0 0 0 0 13 Internal gains ODaW)%@ 230 0 0 0 0 Appliance'sb1her 0 500 Sublotal(lines 6ID13) 10 21 1452 1541 Less eAemal load 0 0 0 0 Lesstranrsler 0 0 0 0 Redistribution 10 21 312 269 14 Subbtal 0 0 1764 1809 15 Dud loads 1 10'/e 239/6 0 0 10*/e 239/6 180 422 Total room bad 0 0 1944 2231 Air required (dm) 0 0 1 1 0 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-.1ur071127:11 Righ-Shce®Uriversal 2018 18 011 RSU25029 Pape 3 Madrore C RHO - SV-ot 047 Madrore C RHG - S r p Calc . NUB Frort Door laces: S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. W irter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629. 9307 Web wwwOreStopCoolirg com Licerse: CA0032444 Job: Lot 047 Madrona C RHG - S Date: 06/07/2018 By: LF/RI/MC 1 Room name Krr FOY 2 Exposed wall 0 it 5.5 A 3 Room height 93 A beatkool 93 tl heatibod 4 5 Room dimensions Room area 245 x 10.5 11 2573 tF 65 x 100 it 65.0 tF Ty Construction U-value Or HTM Area (M Load Area (Its Load number BbjhV-*9 BUh" or perimeter (11) Stuh) or perimeter (D) Btuh) Heat Cool Gross NIPrS Heat Cool Grass N/PIS Heat Cool 6 13A•4ocs ' 4A5.2om 4B5.21m 0.143 0.550 0.540 no no ne 3.73 1435 14.09 2.90 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ors 4A5.2om 0.143 OS50 se se 3.73 1435 2.90 22.15 0 0 0 0 0 0 0 0 51 0 19 0 71 0 55 0 485.21m 485.21rn 11 DO 0540 0.640 0390 se se se 14.09 14.09 10.18 24.09 16.41 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 8 24 0 6 24 0 113 244 0 131 294 13A•4ocs 4A5.2om 0.143 0.b50 sw sw 3.73 1435 2.90 22.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val I---G 485.21n 13A•4ocs 4A5.2om 0.540 0.143 0.550 sw nw r1w 14.09 3.73 1435 22.89 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ili R 4A5.2omd 12C•09w 0580 0.091 nw 15.14 238 27.72 1.51 0 102 0 102 0 243 0 154 0 0 0 0 0 0 0 0 1-p 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 257 257 215 452 65 65 54 114 F 22A-Ipm 1.180 30.80 0.00 257 0 0 0 65 6 169 0 6 c) AED excursion 1 52 19 Envelope lossbain 458 554 652 615 12 a) Infiltration 0 0 106 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesb1her 1200 0 Subtotal (lines 6 to 13) 458 1754 758 653 L.essexterralload 0 0 0 0 L.esstrarsfer 0 0 0 0 Redistribution 205 190 758 653 14 Subtotal 662 1944 0 0 15 Duclloads 10/6 23% 68 453 10*/0 239/6 0 0 Total room bad 730 2397 0 0 Air required (dm) 0 114 0 0 Calculations approved byACCA to meet all requirements of Manual J 81h Ed. flr wrlgFst c vt- 2018-.kh071127:11 A " ^^ Right-SUte6thiversal201818 011 RSU25029 Page 4 Madrore C RFIG • Slot 047 Madrore C FeiG - S.np Calc = M18 From Door tacos' S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou 1. W irter Park FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629.9307 Web: wwwOreStopCoolirg com License: CA0032444 Job: Lot 047 Madrotta C RHG - S Data: 06/07/2018 By- LF/RI/MC 1 Room name DIN MWIC 2 Exposedwell 0 11 145 1 3 Room height 93 fl heaftol 93 ft heaftol 4 5 Room dimensions Room area 1.0 x 23ZO It 23ZO tF 8.0 x 14.5 fl 116D M Ty Conouclion U-value Or HTM Area (W) Load Area (fF) Load number BWh4F-°F) Bah" or perimeter (A) BWh) or perimeter (D) BWh) Heat Cool Gross NIPIS Heal Cool Gross N/P/S Heat Cod 6 13A-4ocs 0.143 no 3.73 2.90 0 0 0 0 135 135 503 390 4A5.2om 4135.21m 0.550 0S40 ne ne 1435 14.09 22.14 23.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40rs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 0.5W se 1435 22.15 0 0 0 0 0 0 0 0 485.21n 4135.21n MAO 0.540 se se 14.09 14.09 24.09 16.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 y/ I-G 13A-4ors 0.143 9w 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2an 0.550 av 1435 22.15 0 0 0 0 0 0 0 0 4B5.2hn 0.540 9w 14.09 22.89 0 0 0 0 0 0 0 0 y/ 13A•4ors 4A5.2om 0.143 0.550 rrw nw 3.73 1435 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II --CC 4A5-2omd 0.580 nw 15.14 27.72 0 0 0 0 0 0 0 0 R I-D 12C-09w 0.091 2.38 1.51 0 0 0 0 112 112 265 168 11 DO 16B-30ad 0390 0.032 n 10.18 0.84 1227 1.76 0 232 0 232 0 194 0 408 0 116 0 116 0 97 0 204C F 22A-Ipm 1.180 30.80 0.00 232 0 0 0 116 15 447 0 6 c) AED excursion 12 25 Envelope loss/gain 194 396 1312 737 12 a) hlfiltrabon 0 0 279 101 b) Room venblalion 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoe-%tt r 0 0 subtotal (lines 6 b 13) 194 396 1591 838 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisbibulon 0 0 0 0 14 Subtolal 194 396 1591 838 Dud loads I 10Y6 23'/e 20 92 10% 23% 162 196 r Total room load 214 489 1753 1034 Air required (dm) 0 23 0 49 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrlgtitof' st- 2018-Mo7112711 Righ-Sulte®Uriversal201818.0.11 RSU25029 Page Medrone C RHG - SILO 047 Wedrora C RHG - S.rw Calc - NUB Frort Door faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. Winter Parr FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCootirg.com Licerse: CA0032444 Job: Lot 047 Madrona C RHG - S Date: 06/07/2018 By-. LF/RI/MC 1 Room name METH Mi01 2 Evosedwall 70 R 6.0 4 3 Room height 93 fl healbool 93 B heaVood 4 5 Room ddmensions Room area 1.0 x 109.5 fl 109.5 W 45 x 6.0 h 270 W Ty Condon U-value Or HTM Area (lF) Load Area (l) Load number BGrWoF ERUW or perimeter (D) BQrh) or perimeter (A) Btuh) Heal Cool Gross WPIS Heat Cod Grass NIPS Heat Cool 6 13A-40ts 0.143 no 3.73 2.90 65 61 228 177 56 52 193 150 4A5.2om 4B5-21m 0.550 0.540 ne no 1435 14.09 22.14 23.59 0 4 0 0 0 56 0 94 0 4 0 0 0 56 0 94 11 VN 13A-4ocs 4A5.2om 0.143 0.550 se se 3.73 1435 290 22.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21m 485.21m 11DO 0.540 0.540 0390 se se se 14.09 14.09 10.18 2409 16A 1 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2Dm 0.550 9w 1435 22.15 0 0 0 0 0 0 0 0 Vy 4B5.21n 13A-4ocs 0S40 0.143 sw r1w 14.09 3.73 22.89 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 4A5.2Dm 0.550 r1w 1435 22.14 0 0 0 0 0 0 0 0 4A5.2omd 0.%0 r1w 15.14 27.72 0 0 0 0 0 0 0 0 P L-D 12C-05w 0.091 238 1.51 0 0 0 0 0 0 0 0 11DO 03W n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 110 110 91 193 27 27 23 47 F 22A-Ipm 1.180 30.80 0.00 110 7 216 0 27 6 185 0 6 c) AED exorrsion 15 10 Envelope lossbain 591 449 457 282 12 a) Infiltration 135 49 115 42 b) Room ventilation 0 0 0 0 13 Internal gains: Oowpanls@ 230 0 0 0 0 Appliancesbther 10 0 Subtotal (lines 6 ID 13) 726 498 572 324 Lew exlemalload 0 0 0 0 Less Vardar 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 726 498 572 324 15 Dud loads 1 101/6 239/6 74 116 10% 23 0 58 76 Total room load I I 1 800 614 631 399 Air required (dm) 0 29 0 19 Calculations approved by ACCA to meet all requirements of Manual J 0 Ed. jr w IghteoTt- 2018-Juv071127,11 Righ-SuteSUriversal2018 180.11 RSU25029 Page 6 Madrora C RHG - SV-01047 Madrore C RHG - S.rcp Catc = MJ8 Front Door laces S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park FL 32792 More: (407) 629.6920 Fax: (407) 629.9307 Web: www.OneSlopCoolirg oom Lloerse: CAC032444 Job: Lot 047 Madrona C RHG - S Date: 06/07/2018 By: LF/RUMC 1 Room name MBED LATH 2 Exposed well 40.0 A 175 ft 3 Room height 93 11 heaV000l 93 ft heakool 4 5 Room dimensions Room area 145 x 17.0 11 2465 IF 18.0 x 11.5 8 207.0 IF Ty Construction U-value Or HTM Area (fF) Load Area (fF) Load number Buwn Bbih" or perimeter (A) Bfuh) or perimeter (A) BWh) Heal Cool Gross NrPS Heal Cool Gross NIPS Heal Cool 6 Vy I-G 13A-4ocs 4A5.2om 4B5.2hn 0.143 0.550 0540 ne ne ne 3.73 1435 14.09 2.90 22.14 23.59 158 30 0 128 0 0 478 431 0 371 664 0 0 0 0 0 0 0 0 0 0 0 0 0G 1 1 13A-4ocs 4A5.2om 0.143 0 550 se se 3.73 1435 2.90 22.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21m 4B5.21m 0.540 0540 se se 14.09 14.09 24.09 16AI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0390 se 10,18 1227 0 0 0 0 0 0 0 0 Vy C 13A•4ocs 4A5.2om 0.143 05% sw sw 3.73 1435 2.90 22.15 79 0 79 0 295 0 229 0 0 0 0 0 0 0 0 0 Imo; VN 4B5.2fm 13A•4ocs 4A5-2om 0.540 0.143 0.550 sw nw nw 14.09 3.73 14.35 22.89 2.90 22.14 0 135 30 0 105 0 0 391 431 0 304 664 0 163 0 0 91 0 0 339 0 0 263 0 PII -- r--D 4A5.2omd 12C-Osw 05M 0.091 nw 15.14 2.38 27.72 151 0 0 0 0 0 0 0 0 72 0 0 0 1090 0 1996 0 11 DO 16B-30ad 0390 0.032 n 10.18 0b4 1227 1.76 0 247 0 247 0 206 0 433 0 207 0 207 0 173 0 364C F 22A-Ipm 1.180 30.80 0.00 247 40 1232 0 207 18 539 0 6 c) AED excursion 1 83 578 Envelope loWgain 3464 2582 2140 3201 12 a) Infiltration 770 278 337 122 b) Room ventilation 0 0 0 0 13 Internal gains: Cccupanlss@ 230 2 460 0 0 Appliances/other 0 0 Subbtal(lines 6ID13) 4233 3320 2477 3322 Less external bad 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 0 0 8 17 14 Subtotal 4233 3320 2485 3339 15 Dud loads 1w . 23"/6 432 775 100% 23% 254 779 Total room bad 4665 4095 2739 4118 Air required (dm) 1 0 196 0 197 Cal lations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 - =!Mn! ,ot' - 2018-,1u,071127.11 ftlt-Sule9Uriversal2018180.11 RSL25029 Pagel Aeek Madrors C RHG - SV o1047 Madrors C RHG - S rup Calc - KM Frort DDor laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCDolirg.com License: CA0032444 Job: Lot 047 Madrona C RHG - S Date: 06/07/2018 By: LF/RI/MC 1 Room name BED2 BTH2 2 Exposed well 36.0 D 55 D 3 Room height 93 It heau6Dd 93 11 heaVbool 4 Room dimensions 1.0 x 1693 0 10 x 57.0 It 5 Room area 1693 fF 57.0 W Ty Construction number U-value BGrh4F-°F) Or HTM BGrhARj Area (It) or perimeter (D) Load BWh) Area (IF) or perimeter (A) Load Bluh) Heat Cod Gross NIPS Heat Cool Gross N/P/S Heat Cool 6 I--G 13A-40rs 4AS2orn 4B5.21n 0.143 0550 0.540 no no no 3.73 1435 14.09 2.90 22.14 23.59 79 0 0 79 0 0 295 0 0 229 0 0 0 0 0 0 0 0 0 0 0 0 0 0t--G 11 13A-40cs 4A5-2Dm 0.143 0.550 se se 3.73 1435 2.90 22.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.21M 4B5.21n 11 DO 0540 0540 03W se se se 14.09 14.09 10.18 24.09 16.41 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-4ors 0.143 sw 3.73 2.90 135 120 447 347 51 47 176 137 G 4A5.2om 05% sw 1435 22.15 15 1 215 332 0 0 0 0 Ili Vy 4115.21n 13A-4ore 4A5.2om 0.540 0.143 0.550 sw rw rw 14A9 3.73 1435 22.89 2.90 22.14 0 121 15 0 106 0 0 395 215 0 307 332 4 0 0 0 0 0 56 0 0 92 0 0 lei R 4A5.2omd 12C-Osw 0580 0.091 rw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11DO 16B.30ad 03W 0.032 n 10.18 0.84 1227 1.76 0 169 0 169 0 141 0 298 0 57 0 57 0 48 0 100C F 22A-tpm 1.160 30,80 0.00 169 36 1109 0 57 6 169 0 6 0) AED excursion 132 28 Envelope lossrgain 2818 1977 449 357 12 a) Infiltration 693 250 106 38 b) Room ventilation 0 0 0 0 13 Intemalgains Ooapanls@ 230 1 230 0 0 Appliancesbtw 0 0 Subtotal (lines 6 b 13) 3511 2457 WS 395 Less exiemalbad 0 0 0 0 L.esstransler 0 0 0 0 Redistribution 4 7 8 17 14 Sub lolal 3515 2464 563 412 15 Duct loads 10% 23% 359 575 1No 1 23% 58 96 Total room load 3873 3039 1 621 508 Air required (dm) I 1 0 145 1 0 24 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pi.r wrrlghteof!- 2018-AoO71127:11 Rigt1-Su1e9Uriversal 2018 18.0.11 RSU25029 Page 8 Madrore C RHG - S'Lo1047 Madrore C RHG - S np Calc - M18 Front Door laces: S F- wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou1. Wirter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCoolirg.00m Licarse. CAC032444 Job: Lot 047 Madrona C RHG - S Date: 06/07/2018 By: LF/RI/MC 1 Room name 2 Exposed wall 0 0 do 3 Room height 93 fl heaUcod 93 f1 heafbool 4 5 Room dimensions Room area 35 x 8.0 fl 28.0 fP 35 x 8.0 fl 28.0 fP Ty Construction U•value Or HTM Area (W) Load Area (W) Load number BbjhW--n I or perimeter (A) BWh) or perimeter (11) BWh) Heat Cool Grass N/P/S Heat Cod Gross N/P/S Heat Cod 6 ILS 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 4B5.21m 0550 0540 ne ne 1435 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 13A-4o`s 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5.2om 05W se 1435 22.15 0 0 0 0 0 0 0 0 485.21m 0540 as 14.09 2409 0 0 0 0 0 0 0 0 4B5.21m 0540 se 14.09 16.41 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 1y C 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 05W sw 1435 22.15 0 0 0 0 0 0 0 0 G V 4B5-2hn 13A-4ocs 0540 0.143 9w nw 14.09 3.73 22.89 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4A5.2om 05W nw 1435 22.14 0 0 0 0 0 0 0 0 I(-- R 1-0 05.2omd 12C-09w 05M 0.091 r1w 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 D0 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 28 28 23 49 28 28 23 49 F 22A•Ipm 1.180 30.80 0.00 28 0 0 0 28 0 0 0 6 c) AED excursion 1 1 Envelope loss/gain 23 48 23 48 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 intemalgWns: Occupants@ 230 0 0 0 0 Appliarloes. bdw 0 0 Subtotal (lines 6 b 13) 23 48 23 48 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 23 48 23 48 14 Subtotal 0 0 0 0 15 Dud loads IIM/01 23-/0 0 0 10% 23% 0 0 Total room load 0 0 0 0 Air required (arrl) 0 0 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w IghtoolP!- 2018-.M071127:11 At&_" "" Rigtt-Sale®Uriversal 2018 18 011 RS1125029 Page 9 NUdrora C RHG - S'Lol 047 Wdrora C RHG - S.rup Calc . MA Frort Door laoes S Static Pressure and Friction Rate Job: Lot 047 Madrona C RHG - S wrightsoft Date: 06/07/2018 Entire House By- I-PRUMC One Stop Cooling and Heating 7225 Sardsoove Cool. Wirier Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoofirg.com Ucerse: CAC032444 For: Park Square Homes 2358 Blue Grouse Lane, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 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 devioe 0 0 Available static pressure 0.34 0.34 Total• Supply Return it) ft) Measured length of run -out 13 0 Measured length of trunk 27 0 Equivalent length of fittings 100 0 Total length 140 0 Total effective length 140 FrictionRate Heating Cooling in/100ft) in/100ft) Supply Ducts 0.243 > 0.18 0.243 > 0.18 Return Ducts 0.243 > 0.18 0.243 > 0.18 Fitting Equivalent LengthDetails supply 4X--35,11 A=20,11 G--5,1 A-_35,11 Gam: TotalEL=100 Return TotalEL=0 wrightsoft- 2018-JtP071127:13 w.,.+. .— Righ-SuteSU iversai 201818.0.11 RSU25029 Page 1 Madrore C RHG - Slot 047 Madrore C RHG - S rW Calc = K42 Frori Door laces: S wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Coot. W irter Park FL32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com Licerse: CAC032444 For: Park Square Homes 2358 Blue Grouse Lane, Sanford, FL Job: Lo1047 Madrona C RHG - S Date: 06/07/2018 By: LF/R11MC Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.243 in/100ft 0.243 in/100ft Actual air flow 0 cfm 1160 cfm Total effective length (TEL) 140 it Supply-BranchDetail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (it) Ftg.Egv Ln (it) Trunk BED2 c 3039 0 145 0,271 7.0 Ox 0 VIFx 25.4 100.0 st1 BED3 c 1739 0 83 0.275 6.0 Ox 0 VIFx 23.5 100.0 st1 BED4 c 3139 0 150 0.280 7.0 Ox 0 VIFx 21.3 100.0 st3 8TM2 c 508 0 24 0.282 4.0 Ox 0 VIFx 20.5 100.0 st1 BTM3 c 490 0 23 0.282 4.0 Ox 0 VIFx 20.4 100.0 st3 DIN c 489 0 23 0.276 4.0 Ox0 VIFx 23.3 100.0 st1 GATH c 2059 0 98 0.243 6.0 Ox 0 VIFx 39.8 100.0 s12 GATM•A c 2059 0 98 0.285 6.0 Ox 0 VIFx 19.4 100.0 SO Krr c 2397 0 114 0.248 6.0 Ox 0 MR 37.2 100.0 S12 LDRY c 2231 0 107 0.302 6.0 Ox 0 MR 17.5 95.0 st3 MBED c 4095 0 196 0.249 8.0 Ox 0 MR 36.6 100.0 st2 MBTH c 614 0 29 0.253 4.0 Ox 0 MR 34.2 100.0 st2 MTOI c 399 0 19 0.252 4.0 Ox 0 MR 35.2 100.0 st2 MWIC c 1034 0 49 0.252 4.0 Ox 0 VIFx 35.1 100.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 0 280 0.280 513 10.0 0 x 0 VIM% SO Peak AVF 0 374 0.271 686 10.0 0 x 0 VinIFIX st2 Peak AVF 0 506 0.243 644 12.0 0 x 0 VinlFlx wrightsoft- 2018-,An071127:13 19: t+F . W.. •• .,+.......,. .. Righ.SUIe®Uriversal201818.011 RPage Pae1 Madrore C RHG - slot 047 Madrore C RHO - S.rnp Calc - M18 Frorl Door laces S Name Grille Size (in) Htg Cfm) Clg Cfm) TEL M Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct MaO Trunk rb1 Ox 0 0 1160 0 0 0 0 Ox 0 MR t - Old- wrightsoft• w... Rigtt•Sule®Uriversa1201018.0.11 RSU25029 A .Madrore C RHG - Slot 047 Madrore C RHG - S np Celc • M1B Frort Door laces: S 2019-,Ao071127:13 Page 2 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 047 Madrona C RHG - S Builder Name: Street: 2358 Blue Grouse Lane Permit Office: City of Sanford City, State, Zip: Sanford, FL, Permit Number: YV Owner: Park Square Homes Jurisdiction: 691500 wx 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in 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 Ball 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 Pytpnri hPh*nd 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 between fore soronkler cover Oates and walig or caffinns- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6!7/2018 1:19 PM EnergyGaugeO USA FBC 6111 Edition (2017) Compliant Software Page 1 of 1 Level I AAV 9 BE02 9TMi WNMNZMw• MI 13 4 0 0 IOX8 137 W loxio 7' GATH 13 198CIM 8X4 21 clin s - A I 04 BII 9 I I Ox6LBB183cfm "( 1 Ox6 11 83cfm AS 28itmJIB16- WAR EFl VTR EF1 VTR r 12 I- -16xl6 1w \\, lox 1 t . rAflUDM00A 1 )4- MT01 8X4 I IN 1 OX6 I 4401=- lecfm 24 ctm FLBB-21DIN E I VTRBED310% ap ------- 46- i afa , lo'\ 11 MBTH 8X4 52 ctm 10 innBTH3 123t 1 OX6 FIB4. KIT Ij Sill, 8 8XII DOM MWIC7'\ FSRBl 6.-' - 121 cfMI r I OX6 I xl( oy I( leocim If i 0XI1.2" LDRY BEN ftA A-j GARAGE C! EFII CFM Fan ' Or EF2Bj1CFM Fan_ EF3 CFM Fan __ EFL 1 . 50 CFM Fan, EFL2 . 80 CFM Fan EFU . 110 CFM Fan VTR = Vent to Roof VTW Vent to Wall DV Dyer Vent RV Range Will Lineset Chase Condensate - T -Thermostat 10 SRB : Small Reduction Box LRB Large Reduction Box FBB - Field Built Box Job#: Lot 047 Madrona C RHG - S One Stop Cooling and Heating Scale: 1 :109 Performed by LF/R1 for: Page 1 Park Square Homes 7225 SandscDve Court Right-SuiteD Universal 2017 Winter Park, FL32792 17.0.28 RSLI 16202 Phone: (407) . 629 - 6920 Fax: (407) 629 - 9307 20117dcl-12 11:2020 11www. OneStDpCooling.com I ... 7 Madrona A LHG Bei:11481 h3 - Wrup v G : c Sews'`, l, vtg, k co Ozs00 LO Iav oo 31.1 Ae a lav L• Ai V 2.— z SOWN O T oh ad tab u ,:rs Sate 13 3* 3' yp 0 0 b NO r0 h 0, L.;?-OCA- k Li\nSLA SeYvices , TKc• PTCORD COPY DESCRIPTION AS FURNISHED: Lot 47, 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, Word & Woodman, PA; Attorneys' Title ep Leo. Z81 Insurance Fund --Bank- -af-America ri, LOT 37 LOT 38 i LOT 39 i~' Ok to construct single family hor with setbacks and impervious an 9. N 89040'51 " E ; 0s shown on plan. CA5 60.00" ' Zoct 1 fvlAaro na - C, , Cvf-- 24.80' 24.80' 24.80' 24.80' p 3.0'x4.0" AC 7,50' 13.3 17.0 14.7 7.50' Lb l o LANAI o 7 17.0 LOT 47 r: L/? PROPOSED RESIDENCE O 2091 MADRONA C 2 CAR GARAGE RIGHT ti Cl) LOT 48 CIO b O tO LOT 46 to COV'D. ENTRY E! N 5.3' n I 7.50' 13.3, 7.0' K ENTRY 9 4 10.7' h 17 19.3' 7.50' jar! 16' WALK L 36.53' DRIVE 7 r 25.20, 25.20' 240.0'. `' l0' UTIL. ESMT. 6P- ry6a 5' CONE. WALK N 89P40'51 " E E, SETBACKS AS FURNISHED FRONT - 25'(•) REAR 20' SIDE = 5' (40' LOT) DRAIN INLET AS 7.5' (60' LOT) SCALED FROM 75' LOT) DRAINAGE PLANS SIDE STREET - 25' (60' & 75' LOT) % T % T / 15' (40' LOT) LJ L/ (J L 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW\QyF, LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 28.7' 9 CRO USE LANE 50' PRIVATE R/W) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET DRIVE 4031 110- 513 t SQUARE FEET WALKS 67/ 300= J67 t SQUARE FEET SOD 373JI 250 - 34171 SQUARE FEET NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM 6900 t SQUARE FEET FLATWORK FOUNDATION/PAO 2484 t SQUARE FEET REAR PATIO 136 t SQUARE FEET FRONT PORCH DECK 64 t SOUARF FF.FT POOL DECK 0 t SOUAHF FI:rT LAMS PROVIDED BY CLIENT • NOT nELU vEmrow • CRUSEINMETYETR—SCOTT ASSOC, INC. — LAND SURVEYORS ! LCGEND - LEGEND - 5400 E. COLONIAL OR. ORLAN00, FL. 32807 (407)-277-3232 FAX (40%)-658-1436 P LAT PDL POINT ON LING C rI.P. IA nCLDWON PIPE IRON ROD iYP. PRLrz TYPICALPOINTOT RCVCRSC CURVATURE POINT Or COMPOUND CURVATURE II 1. THE UNDERSIGNED GOES HEREBY GERM' IINi 1M5 SURVEY MEETS THE SUNOWOS OF PRACTICE SET FORTH MC Raj. OOAD- 1 CA CONCRETE MONUMENT RAD. RADIAL TIPROFESSIONALSURVEYORSANDCLAPPERSINCHAPTERSJ-17 FLORIDA ApCHW/STNTVE COVE PURSUANT TO SCCIKNH I72.027. FLORIOA SUTVLS j! SC, I.R. 1/2' IR, ./9U 4596 NA. MOM -RADIAL 2. UNLESS EUBOSSED WITH SURVEYOR$ SIGHA LIRE AND ORIGINAL RAKED SEAL TOS SURVEY MAP OR COPIES ARE NOT VALID. RCC. RECOVCRCD VP. VITNESS POINT/ 3. TAMS SURVEY WAS PREPARED FROM TTTE AMFORNATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS Ti Pat PDINT Or KGIIHNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. f, DE. POINT OF COMMENCEMENT PAN.• PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IUPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. tNLD CENICRLINC NAIL t DISK rF. 93L FINISHED FLOOR CLCVATIC H BUILDING SETBACK LINE 0. IRIS SURVEY K PREPARED FOR THE SOLE BENEM OF THOSE COFIVIED TO AND SHOULD NOT BE RELIED UPON Or ANY OTHER EHmrK iiR/V RIGNI-OI-VAY UL BCNCI9WIK e. aM[NAOHS SHOWN FOR THE LOCATION OF wPROVMCNM HEREON SHOULD NOT eE USED TO RECONSTRUCT BOUNDARY LAMES. 11 ESHT. A EMENT B.B. 9AiC SCARING 7. BEARINGS ARE BASED ASSUMED OAIVAI AND ON THE LINE SHOWN AS BASE &RARING DRAIN. DRAINAGE I ELEVATIONS. IF SHOWN. ARE SkSM ON NAITO" GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTCO. UTIL. CLFC. UTILITYCHAINLIMV FC14C 9. CERTIFICATE OF AUTHORIZATION N. 439LL vOrt. VOOD FENCE CFI CONCRETE HOCK SCALE I- I- - 20 ----1 DRAWN LTV: ••• C. P.T. PONT Or CIIRVA7URC POINT orIAMGECY cEannEO Br: I TE ORDER NO. DESC. KSC.IPTION RADIUNGIM PLOT PLAN 05-31-2015 3496-I8 R ARCDELTACCHORD C.9. CHORD 9CARING NORTH 1 THIS BUILDING\PROPERTY DOES NOT LIE WITHIN H THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM- TO CRUSENAI R, R.L. / 4714 ZONE W MAP / 121I7c0090 F (09-28-07) JAME SCOTT, .L.S 1 4801 RECORD COPY Filename: PARK SQ MADRONA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2798 2 i Lighting Summary Standard 6,463 6,463 Optional 12,894 6,463 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 0P%%_DWG Optional 8,000 4,480 Oryer---------------------------------------------------------- c— Dryer No. No? Nameplate Line Neutral oFPAKce i 1 5000 2' 0 3 o dryer Summary Standard 5,000 3,500 1 8- 28 19 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 t4ame M? Ph No Amps Volts VA HP Line Neutral L M 1 1 22.0 240 5,280 01M112.0 240 i• M 1 1 480 0 5.0 240 1 1,200 011222401 eat/Cool Summary Standard 5,280 12,240 0 Optional 12,240 0 0 2ixed Appliances: Actual Number = 6 game - M? Ph No Amps Volts VA HP Line Neutral ISP 1 1 --120 6005ISH 600 600111201200MICRO1 1,200 1,20011201200 fVATER HEATER 1 1 18.5 240 1,200 1,200 OPT POOL. 1 1 10 240 4,440 2,400 0 0APTPOOLHEAT11312407,440 0SixedApplianceSummaryStandard129602250I / Other Appliances: Actual Number = 0 Optional 17,280 2,250 Jame M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 00 Optional 0 0 5$ of Max Motor: --------------------------- jine is Std Only; Neutral for Both Maximum Phase Amps Volts Heat/Cool 1 Phase 22 Amps 240 Volts Fixed Appl. 1 Phase 22 Amps 240 Volts p 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY ------------ ---------------- Standard Line Neutral Total Total = 44,383 16,693 Maximum Amperage = 185 70 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 35,510 16,693 Maximum Amperage 148 70 Service Voltage = 240 Service Phase = 1 MiTek' RE: P2091AC-T - Park Sq Hm/ 2091 Site Information: Customer Info: PARK SQUARE HMS Lot/Block: 47 Address: 2358 BLUE GROUSE LN. City: SANFORD Lumber design vale es are 4CaRcordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Madrona A_C / Tray MiTek USA, Inc. 6699004 Parke East Blvd. Project Name: P2091AC-T Model: MADRONA 2og1a- A or C1 T Aki` CLG Subdivision: WYNDHAM PRESERVE 60 State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: 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 Roof Load: 40.0 psf Floor Load: N/A psf This package includes 49 individual, 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 T12955005 Al 1/15/18 12 T12955016 B1 1/15/18 2 T12955006 A2 1/15/18 13 T12955017 B2 1/15/18 3 T12955007 A3 1/15/18 14 T12955018 B3 1/15/18 4 T12955008 A4 1/15/18 15 T12955019 B4 1/15/18 5 T12955009 IA5 1/15/18 116 T12955020 1 B4A 1/15/18 6 T12955010 JA6A 1/15/18 17 T12955021 B5 1/15/18 7 T12955011 1A6T 1/15/18 18 T12955022 B6 1/15/18 8 T12955012 A7A 1/15/18 19 T12955023 1 B7 1/15/18 9 T12955013 A7T 1/15/18 20 T12955024 JB8 1/15/18 10 T12955014 A8T 1/15/18 21 T12955025 1 B9 1/15/18 11 IT12955015 A9T 1/15/18 22 T12955026 I CJ1 1/15/18 18-2819 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. 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/TPI 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's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. PS A, q46 ''. GE No 39380 tr 0: 'i= O:• ,STATE OF O R % s,0 N AILE Thomas A Albanl PE No.39380 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: January 15,2018 Albani, Thomas I of 2 RE: P2091AC-T - Park Sq Hm/ 2091 Madrona A_C / Tray Site Information: Customer Info: PARK SQUARE HMS Project Name: P2091AC-T Model: MADRONA 2091 - A or C / TRAY CLG Lot/Block: 47 Subdivision: WYNDHAM PRESERVE 60 Address: 2358 BLUE GROUSE LN. City: SANFORD State: FLORIDA No. Seal# Truss Name Date 23 IT12955027 CJ1A 1/15/18 24 IT12955028 CAB 1/15/18 25 IT12955029 ICAC 1/15/18 26 IT12955030 ICJ3 1/15/18 27 IT12955031 1CJ3A 1/15/18 28 IT12955032 JCJ3B 1/15/18 29 IT12955033 JCJ3T 1/15/18 30 IT12955034 1CJ5 1/15/18 31 IT12955035 CJ5T 1/15/18 32 T12955036 JG1 1/15/18 33 T12955037 JG2 1/15/18 34 T12955038 JG3 1/15/18 35 T12955039 I G4 1/15/18 36 T12955040 IG5 1/15/18 37 T12955041 JG6 1/15/18 38 T12955042 JG7 1/15/18 39 IT12955043 IG8 1/15/18 40 T12955044 1J3C 1/15/18 41 T12955045 JR 1/15/18 42 T12955046 IRT 1/15/18 43 44 T12955047 IT12955048 JKJ4 IKJ6 1/15/18 1/15/18 45 IT12955049 JKJ7 1/15/18 46 IT12955050 JKJ7T 1/15/18 47 IT12955051 IV1 1/1518 48 IT12955052 IV2 1/15/18 49 IT12955053 I V3 1/15/18 2 of 2 Job Truss Truss Type Oy Park Sq Hitt/ 2091 Madrona A C IF Tray JPIy T12955005 P2091AC•T At COMMON 5 1 Mid -Florida Lumber BartoW, FL. 7.10.5 7-3.13 7-3.13 e. r1u s Sep I o zut f wit I ex Inc. mon Jan to ur.,le:oi zute rage I Scale = 1'84 1 5x5 = song 6 18 17 16 Z9 is JO 14 IJ 12 _ 34 1.50 II axe = 3x8 = 30 = 1.50 II 34 3x4 = 4x6 = LOADING (pso SPACING- 2-0-0 cSl. DEFL. in (loc) Won Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.84 Vert(LL) -025 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.82 Vert(CT) -0.50 14-15 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.54 HOrz(CT) 0.18 10 Ma n/a BCDL 100 Code FBC2017lrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 1- 4,8-11: 244 SP No.1 BOT CHORD BOT CHORD 20 SP No.1 'Except' WEBS 13- 17: 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=1860/0-8 .10=1860/D41-0 Max Horz 2=225(LC 11) Max Uplift 2=-336(LC 12), 10=336(LC 12) FORCES. ( lb) - Max. ConlpJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-34821965, 3-5=-2799/854, 5.6=-2134/750, 6-7=-2134l750, 7-9=2799/854, 9- 10-34021965 BOT CHORD 2-18=74r'i13096, 16-18=-746/3096, 15-16--513/2492, 14-15=-523/2416, 12-14=751/3037, 10- 12=-751/3037 WEBS 6-15=-437/1433, 7-15-938/339, 7-14=79/550, 9.14=709/265, 9-12=0/321, 5. 15=-930/339, 5.16=79/550, 3.16=709/265, 3-18=0/321 1 1t Weight: 249 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-10-0 oc bracing. 1 Row at midpt 6-15, 7-15, 9-14, 5-15, 3-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vun=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=15ft: 8=45111: L-2411; eave=6ft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 22-6-0, Exterior(2) 22-6-0 to 25- 6-0 zone;C-C for members and forces 6 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 nonconcurre it 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 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - IO.Opsf. 5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ili uplift at joint(s) except 0=1b) 2= 336,10=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE NII.7473 rev. /010=015 BEFORE USE. Design valid for use only with MRekm Connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify, the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicted Is to prevent buckling of Individual buss web andfor chord members only Additional temporary and permanent bracing M iTe k' IsafweysrequiredforstabBayandtopreventWisps* with possible personal Injury and property damage. For general guidance regarding the faCrkstion, storage. delivery. erection and bracing of trusses and truss systems, see ANSUTPII Quality CAterle, OSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plale Institute, 21a N. Lee Street, Sidle 312, Alexandria, VA 22314. Tamps, FL 36810 Job Truss Truss Type city Ply Park Sq Hm/ 2091 Madrone A C / Tray T12855006 P2091AC-T A2 HIP 2 1 Job Reference o to el Mid -Florida Lumber, Bartow, FL. 0.130 S Sep 15 2017 Mi1ek Industries. Inc. Mon Jan 15 01:J4:58 Z018 Page 1 ID:WjDyiuZDwOAl2xygntYl3zgvcy-edVRestzXJwJocvxyc9AkuUOju5f36bVblMg zvAix 7.4-5 14.2-2 21-0-0 24-0-0 30.9.13 37.7.11 45-0.0 4 .0 7.4•S 8-9.13 &B-13 3 " 6.9.13 6.9.13 7-5 -0 Scale - 1.70.6 5x8 = Sx5 = r— 6 7 27 16 17 w w t6 15 or 14 13 _ 34 = 1 Sx4 II 6x6 = 30 = 3x8 = 6xe = 1 Sx4 II 3x6 LOADING (pap SPACING- 2-0-0 CSL DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.25 16-17 >999 240 TCDL 1100 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.54 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 1 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No 3 WEBS REACTIONS. (lb/size) 2=1860/0-", 11=1860ID41-0 Max Horz 2=239(LC 11) Max Uplift 2=-336(LC 12), 11=336(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3503/1071, 3.5=2890/961, 5-6=2242/854, 6-7=19231824, 7-8-2244/855, 8-10=-2889/961.10-11=-3504/1071 BOT CHORD 2-18=-845/3143, 17-18=-845/3143, 16-17=-643/2572, 15-16=-390/1946, 14-15=-647/2492, 13-14=-849/3061,11-13=849/3061 WEBS 3-18=0/287, 3.17=643/258, 5.17=79/529, 5.16=912/366, 6.16=-231/764, 7-15-2531726,8-15=-908/365,8-14=-78/526,10-14=644/259,10.13=0/288 PLATES GRIP MT20 244/190 Weight. 273 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at mldpt 5.16, 6.15, 8-15 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=15R; B=45R. L=45ft, eave-6ft; Cat. It: Exp B: Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 3-6-0, Intertor(1) 3-6-0 to 214).0, Exterior(2) 21.0-0 to 244)-0. Interior(1) 30-4-6 to 46-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 2=336, 11=336. 1 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Vartry design parameter; and READ NOTES ON INS AND INCLUDED IIOTEK REFERENCE PA E MU•7473 rev. IC MXZO15 BEFORE USE. Design valid for use only with MRekB 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 app8abaty of design parameters and property Incorporate this design Imo the avers$ building design Bracing Indicated Ice to provent buckling of IndMdual truss web andtor chord members orgy. Additional temporary and permanent bracing M iTe k' Is always requlred for stabOny and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the fabrication, storage, delivery, eiectbn and bracing of trusses and truss systems, see ANSIrTP11 Quality Criteria, OSS-$$ and SCSI Building Component 0904 Parke East Bald. Safety Information available from Truss Plate InslgNa. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrona A C / Tray T12955007 P2091AC-T A3 HIP 2 1 ReferenceJob Mid -Florida Lumber, 1lanow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 15 07:34:59 2018 Page 1 ID:WjDyiuZDwOr112xygntYl3zgvcy6p3prBublc2Aem47VKgPH51 dQIQUoeJf5M1 vCRzvAjw 0 8 8 5 12-10.3 19-0-0 28-0-0 32-1-13 38.3.11 45-" 4 -0 0 B B 5 6-1.13 FI-13 7-0-0 6-1-13 8 1.13 8 8 5 5x5 = 5xB = 27 28 10 ar v as to as 15 - r. as - 30 = 34 NIT 18HS = 34 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.t 'Except' 14-17: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11-1860/M-0, 2=1860/0-8.0 Max Horz 2=-192(LC 10) Max Uplift 11=-336(LC 12), 2=-336(LC 12) Max Grav 11-1864(LC 18),2=1860(LC 1) 3x8 = 3x4 = 3x8 MT18HS = 3x4 = Scale - 1:78.1 3x8 = CSI. DEFL. In (loc) Udell L/d PLATES GRIP TC 073 Verl(LL) 0.36 16-18 >999 240 MT20 244/190 BC 098 Vert(CT) 0.67 13-15 >800 180 MT18HS 244/190 WB 0.32 Horz(CT) 0.18 11 n/a rile Matrix -MS Weight. 248 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5.16, 7-16, 8-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-352711058. 3-5=-3285/1022, 5.6--2437/870, 6-7=-2133/840, 7-8=-2453/870, 8-10=-3300/1022,10.11=3543/1058 BOT CHORD 2-18=-85313234, 16.18=669/2721, 15-16=-461/2170, 13.15=-677/2593, 11-13=-862/3104 WEBS 3-18=-380/211, 5.18=-108/609, 5.16=-751/314, 6.16=1847743, 7-15=-178/821, 8-15--751/314,8-13=-108/608,10-13=-380/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL-4 2psf; BCDL=3.Opsf, h=15f : B=45ft; L=2411; eave=6fl; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 19-0-0, Exterlor(2) 19-0-0 to 30.2-15. Interior(1) 30-2-15 to 46-D-0 zone;C-C for members and forces d MWFRS for reactions shown, Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ill between the bottom chord and any other members, with BCDL - 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) except 01=Ib) 11=336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify dWpn parameters and READ NOTES ON INS AND INCLUDED IIVIEK REFERENCE PAGE 610,7473 rw. 1010312015 BEFORE USE. Design valid for use only with MITekV connectors This design is based only upon parameters shown, and Is for an Individual building component, not a tons system. Before use, the building designer n usl verily the applicability of design parameters and properly Incorporate this design Imo the overall budding design. Bracing Indlated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing M iTe k' Is always required for li ability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, no ANSVTPII Quality Criteria. 038J9 and SCSI Building Component 5904 Parke East Blvd. Safety Information available from Truss Plate Instituts. 219 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type Perk Sq Hind 2091 Madrona A C / Tray 10ty JPly T12955008 P2091AC-T A4 HIP 2 1 Job Reference ti al MIO•FIO"09 Lumber, 9ar10W, FL. S 1JU s 5ep 15 ZU17 MiTek Industries, Inc. Mon Jan 15 U7:J5:U7 ZUl6 Page 1 ID:WjDyluZDwOdi2xygn1Y13zgvcy3CBaGtwrpElut3DWdljIMW60r56HGRvxZgWOHJzvAju 0 6-0.5 11 6 3 17-0-0 22$-0 28-0-0 33 5 13 3&11.11 451-0 4 0 60-5 5-5 13 5 5.13 5$-0 5$-0 5.5 13 SS-13 8 0 5 -0 5x6 - 1.50 II 6 29 7 3D 5x6 = Scale - 1,70 7 du JJ J4 1V 16 J* 17 JO 16 ro Jr Jo rn 3x6 3x4 = axe = 3x4 = 3x8 = 3x4 = 4x6 = 3x4 = 3x6 9.4 17-0-0 22.8.0 2 1 38.2-12 45-M1I1 5 1 2.12 8-9-4 Plate Offsets (X.Y)- 16:0-".0.2-81, 18:0.6-0.0.2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.27 14-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 090 Vert(CT) -0.54 14-16 >995 180 BCLL 0.0 Rep Stress Incr YES WB 083 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 262 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. 15-19. 20 SP No 2 WEBS 1 Row at midpt 7-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12-1860/"-0, 2-1860/0-8-0 Max Horz 2=173(LC 10) Max Uplift 12=-336(LC 12). 2-336(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3563/1085, 3.5=335011054. 5-6=-2615/919, 6.7=2409/918. 7-8=2409/918, 8-9=-2615/919,9-11--3350/1054,11-12=-3563/1085 BOT CHORD 2-20=883/3257, 18-20=724/2816, 17-18=-524/2365, 16-17=-532/2289, 14-16=-732/2687, 12-14=-89213128 WEBS 3-20=331/186, 5-20=94/519, 5-18=665/291, 6.18=166l725, 6.17=1221426, 7-17=372/193, 8-17--122/426, 8-16=-166/725, 9-16=665/291, 9.14=94/519, 11-14=331/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (a -second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 17.0.0, Exterior(2) 17-0.0 to 32-2-15, Interior(1) 32-2-15 to 46.0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 tell by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Ot=Ib) 12=336,2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARN/NO • Verify design parameters and READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE 1111II.7473 rev. 10,9302015 BEFORE USE. Design valid for use only with MReklb connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not a truss "am Before use. the building designer must verly, the applicability of design parameters and property Incorporate this design Into the overall ding design. BnWng Indicated Is to prevent buckling of Indhidual truss wait and/or chord members only Additional temporary and permanent bracing MiTek' IbuI,always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the febricatbn, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVrPII Quality Crlterls, OSS-e9 and SCSI Building component 6904 Parks East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Subs 312. Alexandria. VA 22314 Tamps, FL 36610 Job - Truss Truss Type Oty Ply Perk Sq Hint 2091 Madrona A C / Tray 1 T12955009 P2091AC-T A5 HIP 2 1 Job Reference lol a Mid-Flonda Lumber, Banow, FL. u.i4u s bep i o zui r ml I ex inousines. Inc. mon ,Ian to ur.3xu3 zute rage i ID:V4DyiuZDwOr112xygntYl3zgvcy-9bJKhZx6LrYb6NNuk91LRxBEgvnmkPWEO 77LCzvAJs IV 7.7 8 15-0-0 228-0 30-0-0 37.2-12 45-0-0 4 -0 7.7.8 7.4.8 7$-0 7$0 7-2-12 7-9 4 -0 It Scale a 1.70.7 600 12 5x8 = 1.50 11 sxe = 5 27 28 6 29 30 7 18 rr 16 " 15 — 14 r' 12 3x8 = 1.50 II 30 = 3x8 = 4x6 1.50 II 3x6 4x8 = 30 = LOADING (psf) TCLL 200 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FSC2017rrP12014 CsL TC 097 BC 0 96 WB 0.57 Matrix -MS DEFL. In (loc) Vdefl Ud Vert(LL) -0.26 14-15 >999 240 Vert(CT) -0.52 14-15 >999 160 Horz(CT) 0.20 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 240 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 5.7: 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpi 3.16, 9.14 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10-1860/0.8-0, 2=1660/0-6-0 Max Horz 2=153(LC 11) Max Uplift 10=-336(LC 12), 2=336(LC 12) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3502/1093, 3-5=-2796/952, 5.6--2732/1012, 6.7-2732/1012, 7-9=2794/953, 9-10=-3492/1090 BOT CHORD 2-18-879/3080, 1(i18=-879/3080, 15-16=602/2445, 14-15=-611/2409, 12-14=-883/3050, 10. 12=-883/3050 WEBS 3-18=0/314, 3-16=744/313, 5-16=97/563, 5.15=1721607. 6.15=-512/259, 7- 15=-1731607, 7-14=-101/568, 9-14=-739/310, 9.12=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psh BCDL=3 Opsf; h=1511; B=45ft; L=2411; eave=6ft; Cat. II, Exp B; Encl.. GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 15-0-0. Exterior(2) 15-0-0 to 34- 2-15, Interior(1) 34-2.15 to 46-0-0 zone;C-C for members and forces d 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 nonconcurreni with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at Joint(s) except 01=1b) 10= 336, 2=336. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Varlry, desfgn parameters and READ NOTES ON 00S AND INCLUDED a117EK REFERENCE PAGE Ma-7473 rev. 1""015 BEFORE USE. wwww Design valid for use only with MITOW connectors This design Is based only, upon parameters shown, and Is for an Individual building component, not w' atrusssystem. Before use, the buadbfg designer must verify the applicabwy of design parameters and property Incorporate this design coo the overall building design Bracing Indicated Is to prevent buckling of Individual W» web andfor chord members only. Adddlonal temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delMry, ere0ion and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS829 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 21e N. Lee Street, Suite 31Z Alexandria, VA 22314 Tampa, FL 30610 Job Truss Truss Type Oy Ply Perk Sq Hm/ 2091 Madrona A C / Trey T12955010 P2091AC-T A6A HIP 1 1 r Uo all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:04 Z016 Pepe 1 ID: W)DyiuZDwOdl2xygnlYl3zgvcy-Tnbuvyk69gSkXySltGa_9kVWJDeTIROFelgiezvAjr 8-9 13-0-0 19.4.9 25 7.7 32-0 0 38.2.12 45-0-0 8.2.12 &4.9 B-2-13 8-9 6.2-12 6.9.4 -0 Scale a 1.77.4 5x7 = Sx5 = 1.50 II 5x7 = 4 29 30 31 5 6 32 33 34 7 20 t9 1e 3r 17 30 18 13 11 1 Sx4 II 3x8 = 3x4 = 3x8 = 15 39 143x4 = 12 3x5 3x3 - 1.50 II 3x4 = 3x6 = 6.94 B-2.12 B 4.9 0.2-13 0 B 54-0 0.4-0 5 3A 0.11.4 6 9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) UdeO Ud TCLL 200 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.09 16-17 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.19 16-17 999 180 BCLL 0.0 Rep Stress InaYES WB 0 97 Horz(CT) 0.05 15 Na n/a BCDL 100 Code FBC2017/rP12014 Matrix -MS PLATES GRIP MT20 244/190 Weight: 248 lb FT = 20e.5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc puriins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 4-17, 5.16 REACTIONS. All bearings 0.8-0 except Qt=length) 13-11-3-0, 15=D-3-8, 12-0-3-8. lb)- Max Horz 2034(LC 11) Max Uplift All uplift 100 lbor less at Jolnt(s) 9 except 2=203(LC 12). 13=258(LC 12), 15=143(LC 12) Max Grav All reactions 250 lb or less at joints) 12 except 2=1076(LC 21), 13-1512(LC 1), 9=320(LC 22), 15=863( LC 17) FORCES. (lb) - Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1817/571, 3.4=-1206/447, 4-5=-754/364, 7-8=131/727, 8-9=140/284 BOT CHORD 2-20=421/1599, 19.20=-421/1599, 17-19=177/1051, 16-17=80/762, 15.16=-611/338, 13-15=- 6111338 WEBS 3. 20=0/282, 3-19=-6461278, 4-19-87/468, 4-17=-397/138, 5.17=-79/545, 5-16=- 1196/371. 6-16=-399/210, 7-16=237/742, 7-13=1162/414, 8-13=651/298 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd-108mph; TCDL=4.2p3f; BCDL=3.Opsf; h-15f ; B=45ft, L-24ft, eave=6ft; Cat. 11; Exp B; Encl. GCpi-0.18, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-", Interlor(1) 2-0-0 to 13-0-0, Exterlor(2) 13-0-0 to 36-2- 15, Interior(1) 36-2-15 to 46-0.0 zone;C-C for members and forces d MWFRS for reactions shown; 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 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 9 except 01-1b) 2=203, 13=258, 15=143. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARhiINO • yarlry design parsmerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E Ma•7473 rev. 1"M0f6 BEFORE USE. Design valid for We only with Mrreklb 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 properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truce web andfor chord members only. Additional temporary and permanent bracing WOW k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1I Quality CAterls, DSB29 and SCSI Building Component 69N Parke East Blvd. Safety Information available from Truss Plate Inslilute, 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona AS / Tray T12955011 P2091AC-T A6T SPECIAL 1 Reference(optional) Mid-Flonda Lumber, Bartow, FL 0.1Ju s sep io evi f Nin eft moustnes, me NfOn dan 10 un,lo:uo 4vfo rage r ID.V4DyfuZDwOAl2xygn1Y13zgvcy-xzO46FzMtSoJMhXHsanpWMHhdT_CJOW IUD04zvAjq 8.94 13-0-0 1e9 24-3.8 32-0-0 3 •11 37-11-11 42-0 45-0-0 0 8.9 4 6 2-12 5.t9 5-6-13 7-8-10 0.11 5-0.3 4 4-13 Stele = 1:78 1 Sxe = 1 5x4 II 3x6 = 3x6 = 4 3334 35 5 6 7 20 11 3e 37 e 9 5x5 6Do 12 3x4 4 32 3e 749 3 10 39 31 24 11 1 2 axe = 12 5x12 = 15 14 1dII 23 22 40 21 20 01 19 to 17 1.50 II 2x4 13 34 = 1.Sx4 II 30 = 3x8 = axe = 5x5 = 2x4 II 1 5x4 II 2x4 II 4x6 1.50 II 30 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.28 17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.60 17 >889 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.58 Horz(CT) 0.31 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 552 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied or 5-11-3 oc purlins. 10.12: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 20 SP No.2 'Except' 2-2-0 oc bracing 11-14. 17-24,8-18: 20 SP No.3, 11-16: 2x4 SP No. 1D 10-0.0 oc bracing: 16-18 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1866/041-0, 12=1830/0-8-0 Max Horz 2-148(LC 11) Max Uplift 2=-328(LC 12), 12=286(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3549/1115, 3.4-2959/997, 4-5=3045/1082, 5.7=-3045/1082. 7-8=3296/1107, 8-9=3306/1108,9.10--3747/1190,10-11=-4574/1400,11-12-1065/360 BOT CHORD 2-23=-932/3109, 22-23=-932/3109, 20-22--693/2570, 19-20=-833/3115. 15-16=-780/3009, 14-15=1244/4272, 11-14=-1243/4279, 16-18=0/254, 8.16=266/144, 11-13=122/416 WEBS 3.23=0/272, 3-22=632/274, 4-22=94/475, 10-14=20/269, 9-16=-247/918, 9.15=-23lf752, 10.15=-1226/468, 5.20=360/192,7-19=-444/176,4-20=-237/832, 16-19=-784/3020, 7-16=-31/306 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 20 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 0 noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h-15ft; B=45111; L=4511; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1.0.0 to 3-5.10, Interior(1) 3.5.10 to 13-0-0, Exterior(2) 13-0-0 to 36.5-10, Interior(1) 36-5-10 to 44-8-1 zone;C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi 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, with BCDL =10 opsf. Printed copies of this document are 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verily not considered signed and sealed and capacity of bearing surface. Ithesignature must be verified ong9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 2=328, 12=286. any electronic copies QWARNING - Verify daWgn parameters and READ NOTES ON Ties AND INCLUDED WTEK REFERENCE PAGE 111II.7473 rev. 14007R015 BEFORE USE. Design valid for use only with MITek* connectors. This design Is based only upon parameters shown, and Is for an Individual building component, nor a truss system. Before use, the building designer must verify the appllcablbly, 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 always required for stablity and to prevent collapse wbh possible personal Injury and property damage For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and SCSI Building Component 8904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria. VA 22314 Tamps. FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hm/ 2091 Madrona A C / Tray T12955012 P2091AC-T A7A HIP 1 1 Job Re e e ce (optional Mid-Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc Mon Jan 15 07.35:06 2015 Page 1 3-1.12 ' 7-10-4 Scale = 1:77.5 5x7 = 3x4 - 3x8 = 1.50 II 5x7 = 4 ut 5 a 7 s1 s7 A3 a 30 O 30 3 9 2734 26 35 2 d A r, 1 1¢ 1 19 to 16 17 38 37 i5 14 30 13 12 0 3x5 1.50 II 3x4 = 3x8 30 = 3x8 = 34 3x4 = 1.50 II 3x5 - 7-10-4 3-1-12 5.11 0• -37-8-9 7-7-8.9 3-1-12 7.10.4 Plate Offsets (X.Y)- 12:0.2-10.0.1-81.14:0-5-4.0.2-81.18:0.5.4.0-2-81.110:Edne.0.0.41 LOADING (ps) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Verl(LL) 0.11 19-22 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Verl(CT) 0.26 19-22 999 180 BCLL 00 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.04 15 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 2381b FT - 20% TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16, 5-15, 8-15 REACTIONS. All bearings D-8-0 except (jt=length) 15=0-3.8, 12=0.3-8. lb) - Max Horz 2=115(LC 10) Max Uplift All uplift 100 Ile or less at joints) 12, 10 except 2=188(LC 12), 15=334(LC 12) Max Grav All reactions 250 lbor less at Joints) except 2=973(LC 21), 15-1914(LC 1), 12=557(LC 22), 10- 324(LC 22) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1516/493, 3.4=1129/449, 4-5=-625/300, &7=90/600, 7-8=-90/600 BOT CHORD 2- 1 9=-334/1329, 18-19=-334/1329, 16-18--179/1020, 15-16=591663 WEBS 3.19=0/251, 3.18=516/248, 4-18=-147/533, 4-16= 440/156, 5.16=-44/497, 5. 15=-1510/484,7-15=-493/259,8.15=440/236,9.12=367/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft: L-24ft: eave=6ft, Cat. If. Exp B: Encl.. GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 24)-0, Interior(1) 2-0-0 to 11-0-0. Exterior(2) 11-" to 38- 2-15, Interior(1) 38-2-15 to 46-D-0 zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at Joint(s) 12, 10 except 01= 1b) 2=186, 15=334. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNTNO - Verify dsafgn parameters end READ NOTES ON T10S AND INCLUDED MTTEK REFERENCE PA E MO.7473 rev. IOW312015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building Component, not system. Before use, the building designer must verily to overall ofdesignparametersandpropertyIncorporatethisdesignIntotheovetrussDuitding design Bracing Indicated Is to prevent buckling or bMMtlual truss web andfor chord members only Additbruil temporary and permanent bracing M iTe k isalwaysrequiredforstabitityendtopreventcollapsewithpossiblepersonalInjuryarepropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB29 and SCSI Building Component 5904 Parke East Bind Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Temps. FL 36010 Job Truss Truss Type Oty Ply Perk Sq Hm/ 2091 Madrone AS / Tray 1 T12955013 P2091AC-T A7T SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Usnow, FL. 0.1.1u s aep 1a car I r MI I en muu5me3, mu. mull jail ra uroa vo guru r=ye r 5.94 15.2-12 64.9 6-2.13 94-2 1.0.8 4-0-10 14.3.14 . 2.7.8 Scale = 1:78.1 5xB = 1.5x4 II 5xB = 2x4 11 Sxo r 4 313233 5 6 34 7 35 a 21 20 19 to 17 3x4 = 1.50 II 12 axe = 1.50 II 3x4 = 5x8 = 5x5 = 2x4 II 1 5x4 II 2x4 II 4x6 1.50 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.31 16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.98 Vert(CT) -0.67 16 >803 180 BCLL 0.0 Rep Stress Inv YES WB 0.67 Horz(CT) 0.32 11 Na Na BCDL 100 Code FBC2017fTP12014 Matrix -MS Weight: 530 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 9-11: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except• BOT CHORD 2x4 SP No.2 'Except' 2-2-0 oc bracing: 10.13 16.22,10-12,7-17: 20 SP No.3, 10-15: 20 SP NoAD 10-0-0 oc bracing: IS-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1830/0.8-0, 2=1866/0-8-0 Max Horz 2-126(LC 11) Max Uplift 11-286(LC 12), 2-328(LC 12) FORCES. (lb) - Max Comp./Mau. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3586/1144, 3-4=3117/1044. 4-5=-3516/1212, 5.6=3517/1213, 6-7=-4014/1305, 7-8=4036/1311,8-9--3745/1194,9-10=-4574/1410,10-11 1060/362 BOT CHORD 2-21=966/3150, 20.21=966/3150, 19.20=763/2728, 18-19=-102913695, 14-15=877/3288,13-14=-124914273,10-13=1248/4280,10.12=-122/413,15-17=0/267, 7-15=339/188 WEBS 3.20-508/233, 4-20=-79/411, 9.13=19/261, 8.14=205/694, 9-14=-1195/449, 8-15=-342/1181,5.19=405/217,6.18=-454/193,15-18=-954/3501,6-15=74/434, 4-19=-332/1134,6.19=-318/59 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x37 nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all piles, except if noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: VuB=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15R; B-15ft; L=4511; eave=5R, Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 3-5-10. Interior(1) 3-5-10 to 11-0-0. Exterior(2) 11-0-0 to 38-5-10, Interior(1) 38-5-10 to 44-8-1 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding 6) This truss has been designed for a 10.0 psi 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) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=286, 2=328. AWARNING - varfly, design parameters end READ NOTES ON TNS AND INCLUDED MITEN REFERENCE PAGE M11.7473 rev. 16VX2015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the budding designer must verily the applkatlkty of design parameters and property Incorporate this design Into the overall budding design Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporery and permanent bracing Is always required for stabd4y and to prevent collapse with possible personal Iniiury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, OSS-89 and SCSI Building Component Safety Information available from Truss Plate Institute. 210 N Lee Street, Suite 312. Alexandria. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Aw- W1• M!Tek' 6904 Parks East BNtl Tamps, FL 36810 Job Truss Truss Type oty Ply Park Sq Hm/ 2091 Madrona A C / Trey T12955014 P2091AC-T AST SPECIAL 1 Job Reference o ti al MIO-IhlOnda Lumber, Hanow. FL. 4-9-4 4-2-12 4.10.9 600 12 1.5x4 3 31 3t2 3x6 = 5x8 = 4 0.13u 9 Sep 15 2017 M7elt Industries, Inc. Mon Jan 15 u7:3S.uv Zulu Page 1 441-13 4$13 4.1-13 4.10.8 ' 3.0.8 ' 3-0-0 ' 3-4-0 ' 2-7-8 11.50 II 1.50 II 3x9 = 34 = 3x8 = 20 II 5x9 = 5 32 33 6 7 a 9 3435 3a 10 11 Wr.. - -, IN1iriL\1 111k FAA i pp>".4ar - 4 Mvmmm; 24 23 22 21 20 30 = 3x8 = 34 = 3xS = 1.50 II Scale = 1,78 1 d_ 14 7O - 3x6 11 f 19 18 3x4 = 15 6x6 = 20 It 20 II 4x6 = 1 9-0 0 1 13,10.9 1 18 7-0 + 23 4 3 I 29-1-0 1 32.11A 1 36-0-0 1 42-0 1" r 9-0-0 4-10.9 4$13 4t!. 4. -1'3 4-10A 3-0.8 8.4JJ 2.7.8 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Vde9 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.31 19-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.63 19-20 >850 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.74 Horz(CT) 0.32 14 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 *Except* TOP CHORD 11-14: 2x6 SP DSS BOT CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 14=1786/0-8-0, 2=1848/0-8-0 Max Horz 2=104(LC 11) Max Uplift 14-299(LC 12). 2=334(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3531/1202, 3-4=-3242/1090, 4-5--3773/1314, 5.6=3773/1314, 6.8=4391/1499, 8.9=4391/1499, 9-10=4323/1476, 10-11=-4356/1485, 11-12=-4110/1361, 12-13=5192/1726, 13.14=1038/372 BOT CHORD 2.24=1027/3129, 23-24=835/2850, 21-23=1279/4281, 20-21=-1279/4281, 19-20--1229/4116,18-19=-84/311,16-17=1042/3571,13.16=-1612/5062, 13-15=126/406 WEBS 3-24=-339/218, 4-24=-54/388, 11-17=405/1234. 11-16=287/963, 12-16-17341660. 5-23=308/170, B-20=-278/141, 9-19=7221278, 4-23-42911323. 6.23=754/211. 9-20-116/431, 17-19=1170/3889, 9-17=78/275 Weight: 523 lb FT - 20% Structural wood sheathing directly applied or 5-11-9 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. Except: 2-2-0 oc bracing: 1316. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at D-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 20 - 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) Unbalanced roof live loads have been considered for this design. 4) Wild, ASCE 7-10: Vuq=140mph (3-second gust) Vesd-108mph; TCDL=4 2psF SCDL-3 Opsf: h-15ft; B=4511: L-4511; eave=5ft; Cat If: Exp B: Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 3.5-10, Intenor(1) 3-5-10 to 9-0-0, Exterior(2) 9-0-0 to 40-5-10, Interior(1) 40.5-10 to 44-8-1 zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi 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 tell by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 14 considers parallel to grain value using ANSI/rPI 1 angle to grain formula Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14-299. 2.334. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity d*sfpn parameters and READ NOTES ON TwS AND INCLUDED MITEK REFERENCE PAGE Ma-7477 rev. /00717019 BEFORE USE. waaw Design valid for We only with Welds connectors. This design Is based only upon Parameters shown, and Is for an Ind Wual building component, not a' a truss system abMra use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bractng Indicated Is to prevent buckling of individual Was web andlor chord members only. Adddhonat temporary and permanent bracing k' MOWIsshraysrequiredforslabberandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrkadelivery,on, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSB29 and BCSI Building Component 6904 Parke East Blvd Safely Infomratlon available from Truss Plate Insiltuts. 216 N. Lee Street. Sub* 312. Alexandria, VA 22314 Tamps• FL 36810 Job Truss Truss Type Oy Ply Park Sq HnV 2091 Madrona A C / Tray T12955015 P2091AC-T A9T SPECIAL 1 1 Job Reference fowi I Mid -Florida Lumber, Bartow, FL. e.rsu s sep to zut I Iva I ex Inoustnes, Inc. mon dan 10 ur..lo:ii zute raga 1 ID:W)DyiuZDwOr112xygnlYl3zgvcy-m7oMM117TIYT4c RCruOmdXcc7d4cOROsExYdkzvAjk 0 3 9 7-" 13-0-0 17-4-0 21.8-0 26-0-0 32-11-8 3t1-0 0 40-0-0 424-0 45-0-0 0 3.9.4 3-2-12 8-0 0 4 4-0 4 4-0 4 4-0 6-11 8 5-M 2-0-0 2 8 2-7A Scale - 1:78.8 5x8 1.5x4 II 3x8 = 5x5 = 4x8 = 30 = 30 II 8 00 12 Sxe 4 37 33 5 34 35 6 3B 737 38 39 a 40 41 9 42 43 10 44 45 11 i i i era qa_ 14 ]d Iq 14 25 46 47 24 48 23 2249 21 50 51 20 53 19 54 to 55 40 = 15 d 3x6 = 3x4 = 3x8 = 3x6 = 3x10 = 1.50 II 3x10 = 2x4 II 2x4 II 3x8 = 1.50 II exe LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.14 13-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.55 Vert(CT) -0.28 13-16 >637 180 BCLL 00 ' Rep Stress Inu NO WB 0.63 Horz(CT) 0.15 14 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix•MS Weight: 251 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purtins 11-14: 2x4 SP No 1D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' WEBS 1 Row at midpt 11-17. 4-24, 8-19 10-18,13-15: 2x4 SP No.3, 13-17: 2x6 SP No.2 WEBS 20 SP No.3 REACTIONS. All bearings 0-84). lb) - Max Horz 2=84(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 14 except 2=-146(LC 8), 24=494(LC 8). 19--697(LC 8) Max Grav All reactions 250lb or less al joints) except 14=344(LC 1). 2=651(LC 1). 24=2339(LC 17). 19=3435(LC 18) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-972/205, 3-4=768/172, 4-5=-113/671, 5-6=-1131671, 6-7=309/167, 7-8=309/167, 8.9=409/2350,9-10=-310/1793,10.11=-296/1737,11-12=-359/194,12-13=-487/118 BOT CHORD 2-25=147/849, 24-25=100/678, 20-21=-702/165, 19.20=702/165, 10-17=439/166. 16.17=205/360, 13-16=92/452 WEBS 3-25=-283r78, 4-25=-28/688, 11-17=-2223/434, 11-16=-95/740, 5-24=-643/251, 9-19=-915/243,17-19=-2409/537,9-17=-166/803,4-24=1544/319,6.22=0/282, 7-21=-531/215, 8.20=0/318, 8-19=2146/442, 8-21=-215/1109, 6-24=1070/219, 12-16=-263176 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=4.2ps1: BCDL=3.Opsf, h=15ft; B=45111; L=4511; save=6ft; Cat II; Exp B, Encl , GCpi=0.18: MWFRS (directional); 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 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 100 Ill uplift at joint($) 14 except Ot=lb) 2=146, 24=494. 19=697. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verify design parameters and READ NOTES ON MS AND INCLUDED IIBTEx REFERENCE PAGE 111II.7473 rev. 1600=016 BEFORE USE. wwww Design valid for use only w4h Nir rek® connectors This design Is bawd only upon parameters shown, and Is for an Individual building component, nol a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. BraWg Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional Ismporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the w' M iTek' fabrkalion, storage, delivery. section and bracing of trusses and truss systems, we ANSVTPn Quality Criteria, DSB,9 and SCSI Building Component Safety Information available from Truss Plats Institute, 218 N Lee Wiest. Subs 312. Nexandds, VA 22314 8904 Parke East Blvd. Tamps, FL 36610 Job Truss Truss Type Ply Park Sq HnV 2091 Madrona IBC /Tray 10ty T12955015 P2091AC-T A9T SPECIAL 1 1 b Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Mon Jan 15 07:35.11 2018 Page 2 ID:W)DyiuZDwOr112xygntYl3zgvcy-m7oMM117TIYT4c RCruOmdXcc7d4cOROsExYdkzvAjk NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189111 down and 176 lb up at 7-0A, 97 Ill down and 88 Ib up at 9-0-12, 97 Ib down end 88 Ib up al 11-0-12, 97 Ib down end 88 Ib up al 13.0-12, 971b down and 88 Ib up at 15-0.12, 97 Ib down and 88 Ib up at 17-0-12, 97 Ib down and 881b up at 19.0-12, 97 Ib down and 88 Ib up at 21-0.12, 97 Ib down end 88 lb up et 22-6-0, 97 Ib down end 88 Ib up et 23.11-4, 97 Ib down and BB Ib up at 25-11-4. 97 lb down and 88 Ib up at 27-11-4, 97 Ib down and 88 Ib up at 29-11-4, 971b down end 88 Ib up at 31-11-4, 80 Ib down and 75 Ib up at 33-114, end 80 Ib down and 75 Ib up at 35-11-4, end 109 Ib down and 120 Ib up at 38-0-O on top chord, and 327 Ib down and 75 Ib up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11.0.12.66 lb down at 13-0-12, 66 Ib down at 15.0.12, 66 lb down at 17-0-12, 66 lb down at 19-0-12. 66 Ill, down at 21-0-12, 66 lb down at 22-6-0, 66 Ib down at 23.11-4, 66 Ib down at 25-114, 66 lb down at 27-114. 66 Ib down at 29.114, 66 Ill down at 31-11.4, 60 lb down at 33-114, and 60 lb down at 35.11-4, and 394 lb down and 125 lb up at 37-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1 25, Plate Increase-1.25 Uniform Loads (ptf) Vert: 1-4=60, 4-11=-60, 11-13=60, 13-14=-60, 18-29=20, 13.17=20, 15.26=20 Concentrated Loads (lb) Vert: 4=-142(F) 11=-80(F) 23=41(F) 25=-327(F) 16=-394(F) 24=41(F) 5--97(F) 6=97(F) 8-97(F) 20=-41(F) 32=97(F) 33--97(F) 35=-97(F) 36=-97(F) 37=-97(F) 38-97(F) 39=-97(F) 40=97(F) 42=97(F) 43=97(F) 44=-80(F) 45=80(F) 46=41(F) 47`41(F) 48-41(F) 49=-41(F) 50=41(F) 51=41(F) 52= 41(F) 53=41(F) 54-41(F) 55=41(F) 56=55(F) 57=55(F) AWARNING • Varlly design pamm9fers and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PA E Ma-7l71 rev. 1003R016 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verity the app$-.0111ty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss web andfor chord members only. Adddlonai temporary and permanent bra" M iTe k" Is always required for stability and to prevent collapse with possible personal I*ry and property damage. For general guidance regarding the rabrka0on, storage, delivery, section and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, 03849 and BCSI Building Component e904 Parke East Blvd Safety Information evattabie from Truss Plate Institute. 210 N Lee Street, Sidle 312. Alexandria, VA 22314. Tamps, FL 36010 Job Truss Truss Type Oty Ply Park Sq Hand 2091 Madrona A C / Trey T12955016 P2091AC-T 81 MONO HIP 1 L e b Reference loptional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc Mon Jan 15 07.35.12 2018 Page 1 ID.W)DyiuZDwOr112xygntYl3zgvcy-EJMkae2lEchKimZdmYPSir3yeXv LWoZ5uh59AzvAii r1-0-0 I 3..14 + 7-0-0 I 214.11.2 + 26-4- 1- 09-0-0 - 3-2 3.2499.44 4-2-12 4.14 .44 Scale - 146.0 4x8 30 = 1x1 II 30 = 30 = 4 16 5 17 5 16 7 a I7 Id 11 le g 3x5 = 8x8 = 30 = 7x9 = 30 = 20 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress their NO Code FBC2017/rP12014 CS1. TC 0.31 BC 0.83 WB 0.44 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Vdefl Ud 0.10 13-15 >999 240 0.21 13-15 >999 180 0.04 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 351 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/Size) 9-181310-3-8, 2=249610.8-0 Max Horz 2=147(LC 8) Max Uplift 9=-452(LC 8), 2=-682(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4954/1385, 3-4=4637/1315, 4-5=-3774/1065, 5.6=28061749, 6-7-2806/749, 7-8=15901408, 8-9-1768/460 BOT CHORD 2-13=132514421, 12-13-1217/4153, 11-12=1065/3774, 10.11-408/1590 WEBS 3-13=378/143, 4-13--629/2158, 4-12=-540/384, 5.12=334f740, 5-11=-14D4/458, 7-11=495/1762, 7-10=-1551/448, 8-10=-58612285 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 0-9-0 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 (8). unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7.10; Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf, BCDL=3 Opsf; h=15ft: B=45ft: L=24ft: eave-4ft; Cat. II; Exp B: Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcureni 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 tell 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 100 Ib uplift at Joint(s) except (it=lb) 9=452, 2=682. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 lb down and 78 lb up at 9-" on top chord, and 659 Ib down and 236 lb up at 7-0-12. and 202 lb down and 81 lb up at 9-0-12, and 1250 lb down and 441 Ib up at 10.6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility o1 others Printed copies of this document are LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 not considered signed and sealed and Uniform Loads (pit) the signature must be verified on Vert: 1-4=60, 4-8--60, 2-9=-20 any electronic copies AWARNING • Verily design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE Ma•7473 rev. I"W2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a tress system Before use. the building designer must verily the applirubbty, of design parameters and property Incorwids, this design Into the overall buaang design Bracing Indicated Is to prevent buckling of Individual truss web andlor Gard members only Adddlonal lempoiary and permanent bracing M ITek' Is allays required for stability and to provaet 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 ANSVTPII Quality Criteria, 03849 and BC31 Building Component 6904 Parke East Blvd. Safety Information available from Tress Plate InabtNe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oy Ply Park Sq Hm/ 2091 Madrona A C / Trey T12955016 P2091AC-T Bt MONO HIP 1 b (optional) Mid -Florida Lumber, Bartow, FL. LOAD CASES) Standard Concentrated Loads (lb) Vert: 4=-44(B) 13=202(B) 19=-659(B) 20=1250(B) 8.130 s Sep 15 2017 Mirek Industries, Inc. Mon Jan 15 07.35:12 2018 Page 2 1 D: WjDyiuZDwOrll2MntYl3zgvcy-EJMkae2lEchKlmZdmYPSir3yeXv_LWoZ5uh59AzvAjj AWARNINO • Verify design Paramelera and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE AIX7473 rev. 141103Q016 BEFORE USE. Design valid for use only well MrTekV connectors This design Is based only upon parameters shown, and Is for an Individual building Cemponem, no truss "am. Before use, the building designer must verify the appOcabl6y of design parameters and property Incorporate this design Into the overall DuIlding design. Bracing Indicated Is t0 prevent bucWing of Individual truss web and/or Chord members only Adddional temporary and permanent bracing k' WOWIsalwaysrAukedforslabs4yandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erectim and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, D3849 and SCSI Building Component 6904 Parke East Blvd. Sa/My Information available from Truss Plate Institute, 218 N. Lee Street. Suae 312, Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrons A C / Tray T72955017IP2091AC-T B2 MONO HIP 1 1 Job Reference (optional) Mid-Flonds Lumber, Barlow. FL. ID 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07 35:13 2018 4x8 = 1x4 2-0-0 30 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.08 6-9 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.18 6-9 591 ISO BCLL 00 ' Rep Stress Ina NO WB 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 2-508/0-8-0, 5-719/Mechanical Max Horz 2=119(LC 8) Max Uplift 2=-108(LC 8). 5=201(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=502176 BOT CHORD 2-6=-100/365, 5-6-102/388 WEBS 3-6=63/605, 3-5=-838/221 Scale • 1:24 5 PLATES GRIP MT20 244/190 Weight: 45 lb FT - 20% Structural wood sheathing direly applied or 5-3-4 oc puffins, except end verticals. 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=4.2psf, BCDL=3.Opsf; h=15ft: B=4511: L=24ft: eeve=4ft; Cat. II; Exp B; Encl , GCpi-0.18; MWFRS (directional); 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 tell by 2-0-0 wide will rd between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=Ib) 2-108. 5.201. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 Ib down and 201 Ib up at 7-0-0 on top chord, and 321 Ib down and 95 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plo Vert: 1-3=60, 3-4=-60, 5-7=20 Concentrated Loads (lb) Vert: 6=-321(F) 3=138(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON TIOS AND INCLUDED AOTEK REFERENCE PAGE MIF7473 rev. 100107f2015 BEFORE USE. Design valid for use only with MITelt® connectors. This design Is based only upon parameters drown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only Addnionat temporary and pennumeil bating M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erecllon and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, D3849 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Insldule, 219 N. Lee Street. Suite 312, Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type City Ply Park Sq HaV 2091 Madrone IBC / Trey T12955018 P2091AC-T B3 MONO TRUSS 1 1 Job Reference(Optional) Mid -Florida Lumber, Barlow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:14 2018 Page 1 ID:V jOyiuZDwOr112xygntYl3zgvcy-AITU_K47IDx2x3jOuzRwNGBDTLcYpUAsYCACE3zvAjh 4-7-8 + ".0 1 0 0 4.7.8 4-4-8 04 i LOADING (psf) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 069 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-95/Mechanical, 2-413/0-8-0, 5-258/Mechanical Max Horz 2-144(LC 12) Max Uplift 4= 48(LC 12), 2=-64(LC 12), 5=42(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3--398/94 BOT CHORD 2-5=2521348 WEBS 3-5=394/286 Scale - 1,27 3 30 = DEFL. in (loc) Udell Ud PLATES GRIP Verl(LL) -0.18 5-8 >591 240 MT20 244/190 Vert(CT) -0.36 5-8 >288 180 Horz(CT) 0.00 5 nla nla Weight: 37 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10: Vu11=140mph (3-second gust) Vesd=108mph: TCDL=4.2psf; BCDL=3 Opsf: h=15ft: B=4511; L=24ft; eave=4ft: Cat It. Exp B; Encl., GCpl=0.18, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 8-10-4 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 bad 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 rot 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 100 lb uplift at joint(s) 4, 2, 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Vwtfy design parameters and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE Mrl•7473 rev. 10010=15 BEFORE USE. Design valid for use only with Mrrok* connectors Thb 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 Incorporator this design Into the overall building design Bracing Indicated 1s to prevent buckling of Individual trust web andlor cirord members only Addkional temporary and permanent bracing M iT®k• Is always repliked for stability and to prevent collapse with possible personal Injury and property damage. For general guidon" regarding the febricallon, slolegs, delivery, election and bracing of trusses and truss systems, see ANSVTPII Duality Crtterts, DSO-e9 and SCSI Building Component 6904 Parke East Blvd. Satisfy Information available from Truss Plate Inslxule, 21e N. Lee Street, Suite 312, Mexsrulds, VA 22314 Tamps, FL 35810 Job Truss Truss Type Oy Ply Park Sq Hrn/ 2091 Madrona A C / Tray T12955019 P2091AC-T B4 MONO TRUSS 1 b R ference o lio al Mid -Florida Lumber, Barlow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:14 2018 Page 1 ID:%MDyiuZDwOrll2xygntYl3zgvcy-AiTll K471Dx2x3jOuzRwNG8LPLgcpTTsYCACE3zvAlh 1 00 4.11.4 9-0-0 1-0-0 4-11.4 4-0.12 1 Sx4 II 30 = 20 II 5 4z4 = 4-11-4 -0-09 4.11-4 4-0.12 r LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.02 5.6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Verl(CT) 0.03 5-6 999 180 BCLL 00 ' Rep Stress Ina NO WB 0.23 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=860/D-8-0, 5-1270/Mechani6l Max Horz 2-144(LC 8) Max Uplift 2--212(LC•8), 5--390(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1538/371 BOT CHORD 2-6=410/1333, 5.6=410/1333 WEBS 3-6=338/1215, 3.5=1567/482 Scale - 1:28.5 PLATES GRIP MT20 2441190 Weight: 107 lb FT - 20% Structural wood sheathing directly applied or 6.0.0 oc puffins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft: B=45ft; L=24f ; eave=4ft; Cat. II, Exp B; Encl , GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 24)-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Ot=1b) 2-212, 5=390 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 695 lb down and 248 lb up at 5-0-12, and 666 lb down and 230 lb up at 7.0.12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-5=20, 1-4=60 Concentrated Loads (Ib) Vert: 6=695(8) 9--666(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNINo - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAOE WO.7473 rev. 10003w2013 BEFORE USE. we Design valid for use only with MrekB connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not a buss system. Before use, the bulking designer must vastly the apptkability of design parameters and property Incorporate this design Into the overall Dufiling design. BraWg Indicated Is to present bucking of Individual truss web and/or Nord members only. Additional temporary and permanent bracing WOWalwaysrequiredforstablayandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fobrkallon, storage. delivery, erection end bracing of trusses and truss systems, see ANSVTPII Quality Criteria, D3049 and BCS1 Building Component e904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Sudo 312, Meximddo. VA 22314. Tamps, FL 36810 Job Truss Truss Type oty Ply Perk Sq HnV 2091 Madrona A C / Tray T12955020 P2091AC-T B4A SPECIAL 1 1 job Reference 'anal Mid -Florida Lumber, Barlow, FL. 8 130 s Sep 15 2017 MTek Industries. Inc. Mon Jan 15 07:35:15 2018 Page 1 ID.VHDyiuZDwOril2xygnlY13zgvcy-eulsCg4dVVX3uZDICRhz9wThSok3KYzK7nsvlmVzvAjg 100 + 1-0-0 I 5-0-0 Scale = 1.31.5 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) VdefI Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(ILL) -003 6 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.05 5-6 >999 180 BCLL 00 Rep Stress Inv NO WB 0.00 Horz(CT) -0.07 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MR Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5.0.0 oc purlins, BOT CHORD 20 SP No.2 'Except* except end verticals 3- 6: 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-O-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 8=742/0-8-0, 4-131/Mechanical, 5=49/Mechanical Max Horz 8-90(LC 8) Max Uplift 8=196(LC 8), 4=-62(LC 8) Max Grev 8-742(LC 1). 4=132(LC 13), 5=80(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15111; B=45ft; L=24ft; eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tell 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 100 lb uplift at joint(s) 4 except (jt=lb) 8- 196. 6) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 477 lb down and 171 lb up at 0- 1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-2=60, 2-4=-60, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 8=477 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify destpa peramerere and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE N10•7472 rev. 1 MV2015 BEFORE USE. Deeps valid for use only with MrTekS connectors. This design Is based only upon parameters shown, and la for an individual building component, not a truss system BHora use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web sndlor chord members only. Additional temporary and permanent bracing k' WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthetabdeallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Quality Criteria, DSS•e9 and SCSI Building Component 6904 Parke East Blvd. Salety informallon available from Truss Plate 1nslitNe. 210 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamps. FL 36010 Job Truss Truss Type City Ply Park Sq Hm/ 2091 Madrona A C / Tray T12955021 P2091AC-T B5 COMMON 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow. FL. 8.130 It Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:15 2018 Page 1 ID W)DyiuZDwOril2xygntYl3zgvcy-75bEP75FHrBIAN1O7000ThEc9809HMr9OWNJlyzvAjf r1-0-0I 5.3.12 10.4-0 I 15-8-0 ge." r1-0.0 5.3.12 5-0.4 5-4-0 1." 4x4 = 1.Sx4 II 30 = 3x8 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1,25 TC 0.41 Vert(LL) 0.02 9-10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.05 9-10 999 180 BCLL 0.0 ' Rep Stress Ina NO WS 0.30 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=75310-3-8.7=715/Mechanical Max Horz 10=244(LC 7) Max Uplift 10=-175(LC 8), 7=-156(LC 8) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-591/172, 3-4=403/165, 4-5=-399/164, 2-10=-704/189, 5.7=-6681174 BOT CHORD 8-9=-165/470 WEBS 3-8=-287/121, 2-9=56/510, 5-8-70/406 Scale - 1:50 3 PLATES GRIP MT20 244/190 Weight: 114 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals Rigid ceiling directly applied or ID-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=140mph (3-second gust) Vesd=108mph, TCDL=4.2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L=24tt; eave=oft; Cat. II; Exp S; Encl., GCpt=O 18, MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 10=175, 7=156. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 112 lb down and 107 lb up at 4-11-4 on top chord, and 41 lb down at 4-11-4 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: 1-2=-60. 2-4=-60, 4-5=-60, 5-6=-60, 7-10=-20 Concentrated Loads (lb) Vert: 11-72(F) 12=-29(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNINO • V.Wy deslpn Poramerara and READ NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 100003r2013 BEFORE USE. Design valid for use only with WOW connectors This design 13 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 overa9 building design Bracing Indicated Is to prwerx buCkling of individual truss web andfor chord members only Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage. deMery, erection and bracing of busses and truss systems, ass ANSVTPII Ouallty Criteria, OSBda and SCSI Building Component OM Parks East Blvd Safety Information available from Truss Ptele Institute. 218 N. Lee Street, Suite 312, Nexanxfria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrone A C /Tray T12955022 P2091AC-T B6 COMMON 1 1 I Job (Optional) Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries. Inc Mon Jan 15 07:35.17 2018 Page 1 ID: WjDyiuZDwOdi2xygntYl3zgvcy-bH9ddL6u28JcoXSbZ67d7umnkYk70pylEAOsrOzvAje 53.12 + 10.40 I 158-0 +18 r 5-3-12 54.4 5.4-0 40 = 30 I.Sx4 II 30 = 3x8 = 1.50 II Scale - 1.50.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 042 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 125 BC 0.26 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.25 Hoa(CT) 0.00 6 We We BCDL 10.0 Code FSC2017rrP12014 Matrix -MS Weight: 112 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. REACTIONS. (Ib/size) 9-612/0-".6=686/Mechanical Max Horz 9=214(LC 11) Max Uplift 9=-113(LC 12), 6=-132(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-525/218, 2-3=3821252, 3.4=-378/232, 1-9=565/251, 4-6=639/343 BOT CHORD 7-8=-261/455 WEBS 1-8=-133/451, 4-7=140/388 NOTES- 1) Unbalanced roof live bads have been considered for this design 2) V1And: ASCE 7-10: Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.0psf: h=151t; B=4511, L-2411, eave=oft; Col. It: Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exteffor(2) 0.1-12 to 3-1-12, Interior(1) 3-1-12 to 104-0. Exterior(2) 10-4-0 to 13-4-0 zone; end vertical right exposed:C-C for members and forces 6 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 nonconcurreni with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011=1b) 9-113, 6=132. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11110-7473 rev. 1000307015 BEFORE USE. eerwe Design valid for use only with MIT09 connectors. This design Is bated 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 overall building design. Bracing Indicated Is to prevent buclding of Individual truss web andfor chord members orgy Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal t*ry and popery damage For general guidance regarding the fabrication, storage, delivery, erscibn and bracing of trustee and truss systems, see ANSVTPII Quality Criteria, 030•e9 and BCSI Building Component 8904 Parke East Blvd Safety Information available from Truss Plate Institute, 210 N. Lee Street, Sidle 312, Alexandria, VA 22314 Tamps, FL 36510 Job Truss Truss Type Gly Ply Park Sit Hml 2091 Madrona A C / Trey 1 T12955023 P2091AC-T B7 COMMON 2 1 Job Referenceo do al Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07 35.18 2018 Page 1 ID:"DyiuZDwOrll2xygn1Y13zgvt y-3Tj7gh7WpSRTGh1n7pWsY6Jv0yxO1GBSTp8PNgzvAyd F-1-00 j 5.3.8 i 10.7.0 I11=7-0 1-0-0 5-3.8 5-M 04 = 30 11 3xa = 3x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 10.0 Lumber DOL 1.25 BC 0.89 BCLL 0.0 Rep Stress Ina YES WB 0.25 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS SF Lblr r Scale - 1.38.1 DEFL. In (loc) VdefI Ud PLATES GRIP Vert(LL) 008 8-9 >930 240 MT20 244/190 Vert(CT) -011 8 >654 180 Horz(CT) -0.00 7 n/a n/a Weight: 73 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 9=480/0.8-0, 7=480/0-8-0 MaxHoiz 9=173(LC11) Max Uplift 9=215(LC 12), 7=-175(LC 9) Max Grav 9=487(LC 21), 7=487(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3.8=-352/246 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 4-6-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2psF BCDL=3.Opsf; h-15ft; B=45ft; L=24h; eave=4ft; Cal. 11: Exp B; Part. Encl., GCpi=0.55, MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0.8, Interior(1) 2-0-8 to 5-4-0. Exterior(2) 4-0 to 84-0 zone; cantilever left and right exposed; end vertical left and right exposed;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 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2 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 100 lb uplift at joint(s) except (j1=lb) 9-215,7=175 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNINO - Verify deslpn parameters and READ NOTES ON TNS AND INCLUDED MITEN REFERENCE PAGE M&W3 rev. I&MOre BEFORE USE. Design valid for use only with MlTelot connector& This design Is based only upon parameters shown, and Is for an Individual building component. not • a tons system Before use, the building designer must very the appllrJbmty, 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 iTe k' Is always required or stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of tenses and truss systems. no ANSUTPII Quality Criteria, 03849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lea Street, Suds 312. Alensndds, VA 22314 Tamps, FL 36810 Job Truss Truss Type Oty Park Sq Hm/ 2091 Madrona kC /Tray JPIy T12955024 P2091AC- T B8 HIP 1 1 b Referenceotioa Mid - Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 15 07:35:19 2018 Page 1 ID: W)DyiuZDwOrtl2xygntYl3zgvcy-XgHN2188amZK1rbzgX154Js8TMTTUInbI rtzvGzvAjc 11. 7.0 1. 0.0 4.11•S 5.7.6 10.3.8 1 7 1. 40 4.11•S Pf10 4-" 0•} 1.0.0 40 = 4x4 = f— 3 4 1 5x4 II 30 = 1.50 11 30 = Scalea; 1.37.2 LOADING (psf) SPACING- 2-0-0 CST. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.00 10 999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.01 10 999 180 BCLL 0. 0 Rep Stress Inv YES WB 0.10 Horz(CT) 0.00 7 n/a n/a BCDL 10. 0 Code FBC2017rFP12014 Matrix -MS Weight. 80111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 2-6-0 except Qt=length) 11-0.3-8. 8=0-3.8. lb) - Max Horz 12=170(LC 11) Max Uplift All uplift 100 lbor less at joints) except 12=116(LC 12), 7=116(LC 12) Max Grev All reactions 250 lb or less at joint(s) 11, 8 except 12-417(LC 1), 7=418(LC 1) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2- 12=-398/325, 5-7=-398/325 Structural wood sheathing directly applied or 6.0.0 oc puffins, except end verticals. 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: Vuh=140mph (3-second gust) Vasd-108mph, TCDL=4.2ps1; BCDL=3.Opsf, h=15R: B=45ft; L-24ft; eave=4111; Cat. 11; Exit B: Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterlor(2)-0-11-8 to 2-0-8, Interlor(1) 2-" to 5-0-0, Exterior(2) 5-0-0 to 5 8-0, Interior(1) 9-10-15 to 11-7-8 zone: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL- 1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) 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 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 Ib uplift at joint 12 and 116 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO • VNIy design penmefen and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MLL7473 rev. 1093I2016 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Truss systam Bofors use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overran ding design Bracing Indicated Is to prevent buckling of Individual truss web endfor chord members only Additional temporary and permanent bracing k' WOW la alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonallniuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI7 Quality criteria, DSB29 and BCSI Building Component 6904 Parke Fast Bled. Safely Information available from Truss Plate Institute, 218 N. lea Street, Suite 312. Alexandda, VA 22314. Tamps, FL 35610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona A C / Trey T12955025 P2091AC-T 89 HIP 1 1 Job Reference loolionall Mid-Flonda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35,20 2018 Page 1 CDwOnl2xygntYl3zgvcy-7sglFN8mL3hB1 A9EEYKdXOINImLDB3kx7dWSjzvAjb I_" ' 2.11.8 441.0 4x6 = 4x4 6.00 12 3 11 12 13 14 2x8 II 30 = 3x5 = LOADING (psf) SPACING- 21 -O CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 10.D Lumber DOL 1 25 BC 0.22 BCLL 0.0 Rep Stress Incr NO WB 0.16 BCDL 10.0 Code FBC2017rrP12014 Matrix -MS DEFL. in floc) IldeO Ud PLATES GRIP Vert(LL) 0.05 8-9 >999 240 MT20 244/190 Vert(CT) 0.04 8-9 >999 180 HOrz(CT) -0.00 7 n/a Tire LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=526/0.8-0, 7=526/D-8-0 Max Horz 10=151(LC 6) Max Uplift 10=-494(LC 8). 7=494(LC 8) Max Gran, 10=526(LC 17), 7=526(LC 18) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/388, 3-4=210/368, 4-5=-275/388. 2-10=-506/529, 5-7=-505/529 BOT CHORD 8-9=-304/210 WEBS 2-9=407/329, 5.8=407/328 Seale = 1.31.1 Weight: 81 lb FT = 20% Structural wood sheathing directly applied or 6.0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 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=4.2psf, BCDL=3.0psf; h=15ft; B-4511; L-24111; eave=4ft, Cat. 11; Exp B. Part. Encl., GCpi=0.55; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10,0 psi bottom chord live load nonconourrent 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 rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 10 and 494 lb uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 115 lb up at 3-0-0, 5 lb down and 41 lb up at 5-0-12, and 5 lb down and 41 lb up at 5-7-4. and 61 lb down and 115 lb up at 7-8-0 on top chord, and 39 lb down and 216 lb up at 3-", 15 lb doom and 93 lb up at 5-0-12, and 15 lb down and 93 lb up at 5-7-4, and 39 lb down and 216 lb up at 7-7-4 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 (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=60, 2-3-60, 3.4--60, 4-5=-60, 5-6=-60, 7-10-20 Concentrated Loads (lb) Vert: 3=-14(F) 4=14(F) 9=18(F) 8=-18(F) 12=5(F) 13=-5(F) 15=-8(F) 16=-8(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AwARNING • Vanity design parameters end READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MO.7473 rev. 10037015 BEFORE USE. ' Design valid for use only with MRek® 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 verly the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent bucWing of Individual truss web andror chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stabliy and to prevent collapse with possible parwnal injury and property damage For general guidance regarding Iris fabrication, storage, delivery, erection and bred 0 of trusses and truss systems. we ANSVTPII Quality Criteria, 03049 and BCSI Building Component 6904 Parke East Blvd. Wary Information ovallable from Truss P4te Institute. 218 N Lee Street, Suds 312. Alexandria, VA 22314 Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrona AS / Tray T129550261P2091AC-T CJ1 JACK 10 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc Mon Jan 15 07:35:20 2018 Page 1 ID:WjDyiuZDwOr112xygntYl3zgvcy-?sglFN8mL3hBf A9EEYKdXOMUIpbDDZkx7dWSjzvAjb 1-0-0 i 1." i 1-0-0 1-0-0 Scale - 1.7 0 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 3=9/Mechanical, 2=130/0-8-0, 4-1/Mechanical Max Horz 2=35(LC 12) Max Uplift 3=3(LC 9), 2=59(LC 12), 4=1(LC 1) Max Grav 3=10(LC 17), 2=130(LC 1), 4=11(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. 2x4 = DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 2 n/a n/a 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) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCOL-4.2psY BCDL=3.Opsf: h-15ft: B-45ft; L-24N; eave=4R: Cal. II; Exp B: Encl. GCpi=018: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 6 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 3 lb uplift at joint 3, 59 lb uplift at joint 2 and 1 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verily design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 100093/2015 BEFORE USE. Design valid for use only with Mrrokm connectors This design Is based only upon parameters shown, and is for an Individual building Component, not a truss system. Before use. the building designer must verify the applicability of design parameters and progdy Incorporate this design Into the overall building It sign. Bracing Indicated Is to prevent bucklingof Individual buss web andfor chord members only. Adddlonal temporary and permanent bracing WOWIsahvaysr4ulredforstabadyandtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, no ANSIRPII Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plats Insibuts, 218 N Lee Street. Suite 31Z Alexandria, VA 22314 Tampa, FL 36610 Job piSS NSS Type Sq HnV 2091 Madrons A C / Troy 10ty JPly JPark T12955027 P2091AC• T A tJACK 1 1Job Re Mid - Florida Lumber. Barlow, FL. e.tw a txt zo xvw woes mousines, mc. won .ran io uv.oa.aw zuro Page r ID: W)DyiuZDwOr112xygntYl3zgvcy-AUYOEiRDw9moNJw ahgRCLPYmWs3Lo3mb3_v00zv9YK 1- 0-0 a. 811.a .11 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 TCDL 10.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 100 Code FBC2017rrP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=150/0-7-8. 3=-17/Mechanical, 4=- 1 /Mechanical Max Horz 5=57(LC 12) Max Uplift 5=25(1_C 8), 3=17(LC 1), 4=21(11_C 12) Max Grav 5=150(LC 1), 3=6(LC 8). 4=17(LC 10) FORCES. ( Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. Scale - 1.11.3 1. Sx4 II DEFL. in (loc) Udell Ud PLATES GRIP Vert( LL) -0.00 5 >999 240 MT20 244/190 Vert( CT) -0.00 5 >999 180 HOrz( CT) -0.00 3 n/a n/a Weight: 6 Ib FT = 20% BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph: TCDL=4.2psh, BCDL=3 Opsf; h=15ft; S=45ft; L-24ft, eave=4f1, Cal. II, Exp B: Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;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 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 25 lb uplift at joint 5, 17 lb uplift at joint 3 and 21 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verity destgm parameters end READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE 011I7.7473 rev. IM312015 BEFORE USE. Design valid for use only with fATek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before uss, the building designer must vertly the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to provers buckling of Individual buss web andtor chord members only. Additional lemporary and permanom bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewetpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, sits ANSVrPIt Quality Criteria, DSB-e9 and BCS1 Building Component 6904 Poke East Blvd Safety Information available from Truss Plate Institute, 216 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job NSS Type Oty Ply Perk Sq Hrw A2091Madrons C / Troy 11, Puse T12955028 P2091AC-T 0 1 1 Mid -Florida Lumber. Barlow, FL. S 130 s Oct 26 2017 MRek Industries, Inc Mon Jan 15 09'57.02 2018 Pogo 1 ID:1NIDyiuZDwOr112xygntYl3zgvcy-AgB84nTYvGTk3NwJ31 sN8GOyOnoCmF 6G8n3uVbzv9X7 1-0-0 0.11-0 1-0.0 + 0.1t e e.00 u LOADING (psi) SPACING- 2-0A CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 060 TCDC 10.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix -MR LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 5=150/0-3.8, 3=-22/Mechanical, 4-3/Mechanical Max Horz 5=103(LC 12) Max Uplift 5--96(LC 10), 3-87(LC 12), 4=-142(LC 12) Max Grav 5=179(LC 12), 3=55(LC 10), 4=108(LC 10) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. Scale = 1*21 7 3x4 = DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(CT) -0.00 5 >999 180 Horz(CT) -0.06 3 n/a Na Weight: 9 lb FT = 20% BRACING - TOP CHORD Sheathed or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10, Vuh-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.Opsf: h=15ft; B=45ft; L=2411; eave=4ft: Cat. II, Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone: end vertical left exposed;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 nonconturcenl 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 96 Ib uplift at joint 5, 67 lb uplift at joint 3 and 142 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verlry design paromefers and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE 1111111,74711 rev. 10034015 BEFORE USE. Design valid for use only with MRek® connectors This design Is based only upon parameters shown, and Is for an IndMdual building component, net a truss system. Before use, the building designer musl verily 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 Hord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPI1 Quality Criteria, DSB29 and BC81 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inslitute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tempo, FL 36610 Job Truss Truss Type Ory Ply Park Sq Hm/ 2091 Madrone AS / Tray T12955029 P2091AC•T cilc JACK 4 1 1 o al Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 07:35:23 2018 Page 1 ID:W)DyiuZDwOr112xygntY13zgvcy-PRWutPBee 3mWSvkvM61F901AzkAOeJBd5rA22zvA)Y 1-0-0 a,1.e 1.0.0 0•,1.8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL _ 10.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 ' Rep Stress Inu YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MR 600 12 5 4 5x8 MT20HS 11 DEFL. in (loc) Vdefl L/d PLATES GRIP Verl(LL) -0.00 4-5 >999 240 MT20 244/190 Verl(CT) -0.00 4-5 >999 180 MT20HS 187/143 Horz(CT) -0.12 3 n/a Ma LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 5-150/0-7-8, 3=-21/Mechanical, 4=3/Mechanical Max Horz 5-157(LC 12) Max Uplift 5--247(LC 10), 3=-156(LC 12), 4=-247(LC 12) Max Grav 5=344(LC 12). 3=117(LC 10). 4-206(LC 10) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale - 1.24.4 Weight: 10 lb FT = 20% Structural wood sheathing directly applied or 1-0.0 oc purlins, except end verlicals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-15f1; B=45R; L=241t; eave=oft; Cat II; Exp B; Part Encl.. GCpi=0.55, MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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 247 lb uplift at joint S. 156 lb uplift at joint 3 and 247 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Vrlfy deslpn peramelrs end READ NOTES ON Tr05 AND INCLUDED IIeTEK REFERENCE PAGE Me•7173 rev. 1000=015 BEFORE USE. Design valid for use only with MlTslt® connectors. This design Is based only upon parameters shown, and Is for an Individual bulding component, not a truss system. Before use, the building designer must verily 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 andlor Cord members onty. Addanonai temporary and permanent brae ft M iTe k' Is always required for stability and to prevent collapse with possible personal injury and popery damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DS049 and SCSI Building Component 0904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tamps, FL 36810 Job Truss Truss Type Oty Ply Park Sq HnV 2091 Madrone AS / Tray T12955030 P2091AC-T CJ3 JACKI81 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:23 2018 Page 1 ID: WlDyiuZDwOr112xygntYl3zgvcy-PRWutPBee_3mWSvkvM61 F90tRzglOaJBd5rA22zvAiY 1-0-0 3." 1-0-0 3." Scale: 1"=T 2x4 = LOADING (psf) SPACING- 2 0.O CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 10.0 Lumber DOL 1.25 BC 0.07 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=69/Mechanical, 2=186/0-8-0, 4.35/Mechanical Max Horz 2=61(LC 12) Max Uplift 3=-25(LC 12), 2=50(LC 12) Max Grav 3=69(LC 1), 2-186(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) VdeO Ud PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph: TCDL-4.2psf: BCDL-3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 2-10-4 zone;C-C for members and forces 8 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 25 Ib uplift at joint 3 and 50 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameram and READ NOTES ON INS AND INCLUDED M/TEK REFERENCE PAGE MIF7473i rev. 11IMS4016 BEFORE USE. Design valid for use only with Mrroka connectors. This design Is based only upon parameters shown, and Is IV an IndWual building component, not truss system. Before use, the building designer must verey the applicability of Oestpn parameters and property Incorporate this design Into theOverall design. Bracing Indicated Is to prevent buckling of Individual buss web arldlor chord members only. Additional temporary and permanent bracing WOW Is always required for $lability and to prevent collapse with possible personal Inlury and property damage. For general guidance regarding the fabrication. storage, delivery, orecllon and bracing of trusses end truss systems, sea ANSVTPIt Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd. Safety Infomntlon ova0able from Truss Plate Institute, 210 N. Lee Street, Suite 71Z Alexandria, VA 22314. Tamps. FL 30010 Job Truss Truss Type O1y Ply Park Sq Hm/ 2091 Madrona A C / Trey T12955031 P2091AC-T CJ3A SPECIAL 1 1 job Reference o II a Mid -Florida Lumber, Barlow, FL 8 13D s Sep 15 2017 Mrrek Industries, Inc Mon Jan 15 07.35:24 2018 Page 1 ID:VADyiuZDwOnl2xygn1Y13zgvcy-ud4G51BHPIBdOeUxT4dGnNZ18MAo91 ZKdbkbUzvA)x 0.M= LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 TCDL 10.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrPI2014 Matrix -MR 1.5x4 11 DEFL. in (loc) Well Ud Verl(LL) 0.01 7 >999 240 Verl(CT) -0 01 6 >999 180 Horz(CT) -0.01 4 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 3.6: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=192/0-8-0, 4-71/Mechanical, 5-23/Mechanical Max Horz 8-62(LC 12) Max Uplift 8=-37(LC 12), 4=38(LC 12) Max Grav 8-192(LC 1), 4-74(LC 17), 5=40(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale a 1:26.7 PLATES GRIP MT20 2441190 Weight: 17 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=4511; L=24111; save=4R; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 240-0, Interlor(1) 2-0-0 to 2-10-4 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 live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 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 37 Ib uplift at joint 8 and 38 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design pammetors and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI1.7473 rev. IM312015 BEFORE USE. Design vaxd for use only with MRekO connectors. This design Is based only upon parameters shown, and Is for an IndWual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucWing of Individual truss web andfor chord members only. A lddional temporary and permanent bracing M iTe k' Is always required for stability and to prevenl collapse with possible personal Injury and popery damage. For general guidance regarding the fabrkalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, D504e and BCSI Building Component 6904 Parks East Blvd. Safety Information available from Truss Plate Insthute, 21e N. Lee Sheet. Suite 312, Alexandria. VA 22314. Tempo, FL 35810 Job runs Type Oty Ply WillParkSqH2091 Madrons AC / TroyP2091AC- TPUSSCJ3B11b Rittman (optional) Mxf- Flondo Lumber, Bortaw, FL a.130 s Oct 28 2017 MTek Industries, Inc. Mon Jon 15 09,57.45 201E Page 1 IDWjDyiuZDwOr112xygn1Y13zgvcy- 06HP5V_WnUudUa4Z7SOKt0 6XKKgNclz_gWbzv9WK r 2. 11-8 r 1 O -0 + 2.11. 8 amp Scale - 1: 26 6 g 30 = 4 1,50 II LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20. 0 Plate Grip DOL 1.25 TC 0.17 TCDL 10. 0 Lumber DOL 1.25 BC 0.08 BCLL 00 Rep Stress Ina YES WB 0.09 BCDL 10. 0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/ size) 6=191/0-M, 3=65/Mechanical, 4-28/Mechanical Max Horz 6-129(LC 12) Max Uplift 6=-1D(LC 8), 3-24(LC 12), 4=95(LC 12) Max Grev 6-191(LC 1), 3=65(LC 1). 4=84(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2- 5=163/298 DEFL. in ( loc) Udell Ud PLATES GRIP Verl(LL) - 0.00 5-6 >999 240 MT20 2441190 Vert(CT) - 001 5.6 >999 180 Horz(CT) -0. 01 3 n/a n/a Weight: 21 lb FT = 20% BRACING - TOP CHORD Sheathed or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd-108mph; TCDL-4 2psf; BCDL=3.Opsf; h=15ft: B-45111; L-24ft, eave=oft; Cat. If: Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 2-10-4 zone; end vertical left exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 tell by 2-0-0 wide will BI 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 10 lb uplift at joint 6, 24 lb uplift at Joint 3 and 95 Ili uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verily desfpn paramerers and READ NOTES ON TrOS AND INCLUDED 09TEK REFERENCE PA E MI67473 rev. 140&7015 BEFORE USE. Design valid for use only with MITekB connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a tons "am. Before use, the building designer must verty me applicability of design parameters and property Incorporate this design Into the overall bu cling design Bracing indicaled is to prevent buckling of Individual truss web andror lard members or* Additional temporary and permanent bracing M iTek' Is always requiredforstabilityandtopreventcollapsewhhpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erecilon and bracing of trusses end truss systems, no ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke Fast Blvd. Safely Information available from Truss Plate Institule. 218 N. Lee Street. Suhe 312. Alexandria. VA 22314 Temps, FL 36810 Job Truss Truss Type Oty Ply Park Sq Hmr 2091 Madrone AS / Tray T12955033 P2091A4T CJ3T SPECIAL 2 1 Job Reference (optional) Mid -Florida Lumber, Barlow. FL. 8 130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 15 07:35:25 2018 Page 1 ID W1DyiuZDwOrtl2xygnlYl3zgvgr-Mgeel4CvAcJUlm371n8VKa6DHmVLuUpU4PKH7wzvAjW 1-0 0 2.7.8 i 3-0-0 1-0 0 2.7.8 0.4-8 Scale, 1"=T 20 = LOADING (psf) SPACING- 2-0-0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 10.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3.7: 2x4 SP No.3 REACTIONS. (Ib/size) 2-189/0-8-0, 5=118/Mechanical Max Horz 2=69(LC 12) Max Uplift 2=48(LC 12), 5=-36(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. In (loc) Vdeft Ud PLATES GRIP Ven(LL) -0.01 7 >999 240 MT20 244/190 Verl(CT) -0.01 7 >999 180 Horz(CT) 0.01 5 We n/a Weight- 13 lb FT = 204E BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft, B=45111, L=24ft, eave=oft, Cat. II; Exp B; Encl. GCpi=O IS: MWFRS (directional) and C-C Extenor(2) -1-D-0 to 2-2-5, Intenor(1) 2-2-5 to 3-D-0 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 psi 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 tell 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 48 lb uplift at joint 2 and 36 lb uplift at joint 5. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4/0,7473 rov. 10e31201 b BEFORE USE. Design valid for use only won MlTelr® connectors. This design Is based only upon parameters shown, and is for on Individual building comfoonerd, not a Truss syslem. Before use, the building designer must ve ft the applicability of design parameters and property Incorporate this design into the overall DuDoing design. Bracing indicated Is to prevent buckling of Individual Uuss web and/or chord members only. Additional lemporary and permanent Gating M iTe k' Is always required for stabildy and to prevent wltapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, orecibn and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Inslllute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tempe, FL 38810 Job Truss Truss Type Oty Ply Park Sq Hrn/ 2091 Madrons A C /Tray1 T12955034IP2091AC-T CJS JACK 8 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 Mrrek Industries. Inc. Mon Jon 15 07:35.26 2018 Page 1 IDWjDyiuZDwOr112xygntYl3zgvcy-gOCOWODXxvRLNveJbVfktoeL9ApEdx2dJ34gfNzvAIY 1- 00j 5-0-0 r 1 0 0 5.0-0 20 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20. 0 Plate Grip DOL 1.25 TC 031 Vert(LL) 0.04 4-7 999 240 TCDL 10. 0 Lumber DOL 1.25 BC 025 Vert(CT) 0O6 4-7 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/e BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-126/Mechanical, 2=261/0.8-0, 4=63/Mechanical Max Horz 2= 89(LC 12) Max Uplift 3=- 49(LC 12), 2=54(LC 12) Max Grav 3= 126(LC 1), 2=261(LC 1).4.91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1.17. 0 PLATES GRIP MT20 244/190 Weight. 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult-140mph (3-second gust) Vesd=108mph: TCDL=4.2ps1: BCDL-3.Opsf; h=15ft; 8=45ft; L=241t; eave=4ft; Cat. II; Exp B; Encl.. GCpl=O 18; MWFRS (directional) and C-C Exterlor(2) -1-0.0 to 2-0-0. Interlor(1) 2-0-0 to 4-10-4 zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 54 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - verify design parameters and READ NOTES ON TfOS AND INCLUDED WTEK REFERENCE PAGE N&7473 rev. 1093/7016 BEFORE USE. wwww Design valid for use only with MRek® Connectors This design Is based only upon parameters shown, and Is for an Individual building component, not w' a truss system. Before use, the building designer must verily the appllubll0y, of design parameters and property Incorporate this design Into the overall buitdlnp design. Bracing Indicated Is to prevent buckling of IndMdusl Was web and/or chord members only. AOdrllonsl temporary and permanent bracing M iTe k' Is always requiredforstabgdyendtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general quittance regarding the bbrlcM on. storage, delivery, erection and bracing of trusses and truss systems, see AN31ITP11 Quality Cnterfa, DSBd9 and SCSI Building Component 6904 Parke East Bled Safely Information available from Truss Plate Institute. 216 N Lee Street, Suite 312. Mexandris, VA 22314 Tempe, FL 36610 Job Truss Truss Type Oly Park Sq Hitt/2091 Madrona A C / Tray JPly T12955035 P2091AC-T CJ5T SPECIAL 2 1 b Reference toptionall Mid -Florida Lumber, Barlow. FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35:27 2018 Page 1 ID.VADyiuZDwOdl2xygn1Y13zgvcy-ICmPjmE9i DZB93D WBCAzP 7BTGaBOMOl mYjpOBpzvAjU 1-0-0 2.7.8 5-" 1-0-0 2.7.8 24-8 20 = Scale - 1.18.4 2.7.8 I 5-0.0 i 2-7-8 2-44 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 100 Lumber DOL 1.25 BC 0.32 BCLL 0.0 ' Rep Stress Incir YES WS 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except 3.7: 2x4 SP No 3 REACTIONS. (lb/size) 4=114/Mechanical, 2-267/0-8-0, 5=81/Mechanical Max Horc 2=90(LC 12) Max Uplift 4=38(1-10 12), 2=53(LC 12). 5=8(LC 12) Max Grav 4-114(LC 1), 2=267(LC 1). 5=88(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown DEFL. in (loc) Vdefl Ud PLATES GRIP Verl(LL) 0.07 6 >802 240 MT20 244/190 Verl(CT) -0.10 6 >597 180 Horz(CT) 0.05 5 n/a n/a Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purllns. BOT CHORD Rigid ceiling direly applied or 6-0-0 oc bracing NOTES. 1) Wind ASCE 7-10, Vu11=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf: h=15ft; B-45ft: L=24ft; save-4ft: Cat. 11; Exp B, Encl. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 4-114 zone;C-C for members and forces 8 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 38 Ib uplift at joint 4, 53 Ib uplift at joint 2 and 81b uplift at joint 5 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varlfy design parameters and READ NOTES ON THUS AND INCLUDED a9TEK REFERENCE PAGE M11-74TS rev. I&OV2015 BEFORE USE. Design valid for use only with 0709 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and propeM Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing M iT®k Is allays 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, $ee ANSVTPI1 Quality Criteria, 030-69 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandrls. VA 22314. Tamps, FL 36810 IJob ss 1HIP Truss Type 10ty IPly 1 I Park Sq Hm/ 2091 Madrona A C / Tray T12955036 P2091AC T IGIru Mid-Florida Lumber, Bartow. FL. 8.130 a Sep 15 2017 MITek Industries, Inc. Mon Jon 15 07:35:28 2018 Page 1 I D:VADyiuZDwOrll2uygn1Y13zgvcy-mOJnw6F nSXi2cDoIWCyDkZk_N15otwmNZ*FzvAjT 1-0-0 + 3.9.4 + 7-" 1 12.4-0 I 15-0 12 I 19.4-0 12 0 1-0-0 3.9 4 3.2-12 5-4-0 3.2-12 3 9 1 0-0 4x5 = is 19 4xs = Scale a 1:34 8 3x5 = 3x9 = 4x4 = 3x4 = 3x5 = 74).0 12.4.0 19.4.0 III 7-0-0 5.4-0 7-" Plate Offsets (X.Y)- 15:0-5-4.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.09 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.18 9.11 >999 180 BCLL 0.0 Rep Stress Ina NO WS 0.25 Horz(CT) 007 7 n/a n/a BCDL 10.0 Code FSC2017frP12014 Matrix -MS Weight: 93lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing direly applied or 2-10-11 oc purlins. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1428/0-8-0, 7=1428/0-8-0 Max Horz 2=-77(LC 6) Max Uplift 2--368(LC 8), 7--368(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2661/685, 3-4--2468/662, 4-5=2208/617, 5.6=2467/662. 6-7=2661/685 BOT CHORD 2-11-553/2351, 9-11=498/2206, 7.9=-553/2351 WEBS 3-11=-278/64, 4-11=46/654, 5.9=46/654, 6-9-279/64 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4R: Cat II: Exp B; Encl. GCpi-0.18; MWFRS (directional), Lumber DOL-1 60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water Ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all 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 368 Ib uplift at joint 2 and 368 Ib uplift at joint 7. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 201 Ib up at 740-0, 95 lb down and 105 lb up at 9-0.12, and 95 lb down and 105 lb up at 1 D-34, and 185 lb down and 201 lb up at 12-4-0 on top chord, and 321 lb down and 95 lb up at 7-0.0, 66111 down at 9.0.12, and 66 lb down at 10-3-4. and 321 lb down and 95 lb up at 12.3-4 on bottom chord. The design/seledlon of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1.4=60, 4.5=-W, 5.8=60, 12-15=-20 Concentrated Loads (lb) Printed copies of this document are Vert: 4=138(F) 5=138(F) 11=-321(F) 9=321(F) 18=-95(F) 19=-95(F) 20=-41(F) 21=-41(F) not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Vanity deslgn Parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE M/I.7473 rev. 100031201e BEFORE USE. we Design valid for use only with Mrrek® comroctors. This design is based only upon parameters shown, and Is for on brdWNusl building component. not a was system Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall budding design Bncbp Indicated is to prevent buckling of indMdual truss web and/or chord members only. Adddlonal 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, delWary, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, D3949 and BCs1 Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tempe, FL 36810 Job Truss Truss Type Oly Park Sq Hrn/ 2091 Madrona AS / Tray JPly T12955037 P2091AC-T G2 HIP 1 1 Job Reference (opt e Mid -Florida Lumber, Barlow, FL. e.13u s sep 15 zun Mn ex inausmes. Inc. Mon ,Ian 10 of ab:za zula Paget Ortl2xygntYl3zgvcy-Ebt98SF PDggvE NMuGdDRUOGgRNjmgGq371 IVGhzvA)S w a_w o_ws on_ws 4-94 4-2.12 1.4.0 4.2.12 4.94 1." Scale - 1:36 2 40 = 4x4 = 4 5 04 = 4x8 = 4x4 = 30 = 3x4 = 9_" 14-0 9_" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Verl(LL) -0.13 9-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.28 9.17 >820 180 BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight. 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2-833/0-8-0, 7=833/D-B-0 Max Horz 2=96(LC 11) Max Uplift 2=164(1_C 12), 7=-164(LC 12) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1319/477, 34=-1007/370, 4-5=-847/362, 5.6-1007/370, 6-7=1319/477 BOT CHORD 2-11=-357/1160, 9-11=157/847, 7-9=-365/1160 WEBS 3-11=380/235, 4-11=83/293, 5-9=83/293, 6-9=-380/235 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; BCDL=3.Opsf; h-15ft; B-45ft; L=2411; eave=oft, Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-". Interior(1) 2-0-0 to 9-0-0. Exterlor(2) 9-0-0 to 10-4-0. Intenor(1) 14-8-11 to 20-4-0 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 164 lb uplift at joint 2 and 164 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED MITE9 REFERENCE PAGE MI67473 rev. 10 0"013 BEFORE USE. Design valid for use only with f uTeltm conneclors 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 applirebikty of design parameters and property Incorporate this design Into the overall bulling design BrocbV Indicated is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent braclnii WOWIsalwaysraquiredforstabilityandtopreventcollapsewithpossiblepersonalIn)ury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trasses and truss systems, see ANS9'TPIt Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pole Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 38810 Job Truss Truss Type City Ply Park Sq Hrn' 2091 Madrona A C / Tray T12955038 P2091AC-T G3 COMMON 1 1 b Refers ce (optional Mid-Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc Mon Jan 15 0735 30 2018 Page 1 ID: W)DyiuZDwOAl2xygntYl3zgvcy-inRXLoG 1 8ymsXx4gKkg 1 ep75n 1 RYYDEh2208zvA)R 5.1.4 + 9.841 + 14-2-12 19-4-0 I20-4-0 1-0-0 5-1-4 4.6-12 4.6.12 5.1.4 1-0-0 Scale - 1:34.7 40 = 11 4x4 = 5x8 = 40 = 19.4-0 { 9A-0 9.8-0 Plate Offsets (X.Y)- 18,0-4- 0.3-01 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.14 8-11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0 87 Vert(CT) -0.30 8-11 >765 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 22 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 87 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 2-83310-8-0, 6-833/0-8-0 Max Horz 2=102(LC 10) Max Uplift 2=164(LC 12). 6=-164(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1302/424, 3-4-977/331, 4-5=977/331, 5-6=-1302/424 BOT CHORD 2.8=-294/1141, 6-8--312/1141 WEBS 4-8=-136/588, 5-8-387/215, 3-8=-387/215 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; BCDL=3.Opsf; h-15R; B-451t; L-2411; eave=oft, Cal. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-", Interior(1) 2-0-0 to 9-84), Exterior(2) 9-8-0 to 12-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 164 lb uplift at Joint 2 and 164 lb uplift at joint 6. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 100VY201e BEFORE USE. Design valid for use only with MITehB 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 very the apptlubluy 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 k' WOWIsakve" required for stability and to prevent collapse with possible personal L*ry and property damage For general guldance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criers, OSS49 and SCSI Building Component 904 Parke East Blvd. Safety Information available from Truss Plate Instkule, 218 N Lee SUeel. Suite 312, Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Perk Sq Hml 2091 Madrona A C / Tray T12955039 P2091AC-T G4 COMMON 1 1 Job R ference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc 'Mon Jan 15 07.35:30 2018 Page 1 ID:VADyluZDwOrtl2xygntYl3zgvq-inRXLoGt BymsXx4gKkglep_gn1 YikDEh2208zvAiR 1-041 + 5-1-4 98-0 + 14-2-12 1 18.11.8 1-0-0 5-1-4 4.6.12 48.12 4.8-12 3 Scale - 1:33 9 4x4 = 40 = 5xe = 40 = 98-0 9.38 Plate Offsets (X.Y)- 17:0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 046 Veil(LL) 0.14 7-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.31 7-13 726 180 BCLL 0.0 ' Rep Stress Intr YES WB 021 Horz(CT) 003 6 life rile BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 84 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 REACTIONS. (lb/size) 6=75710-3-8, 2=820/0-8-0 Max Horz 2=98(LC 11) Max Uplift 6=-126(LC 12), 2=-162(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1268/424, 34=943/322, 4-5-939/332, 5-6=-1240/427 BOT CHORD 2-7=-334/1112, 6-7--315/1058 WEBS 4-7-136/555, 5-7=336/198, 3.7=-3881215 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purtins. BOT CHORD Rigid telling 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 2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=oft; Cat. II; Exp B; Encl , GCpi=0.18, MWFRS (directional) and C-C Extenor(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9.8-0 to 12-8-0 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 bad nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsl 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 126 lb uplift at joint 6 and 162 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity design pommel" and READ NOTES ON TMS AND INCLUDED MTEX REFERENCE PAGE Ma-7473 rev. fd0Y70fS BEFORE USE. Design valid for use only with ANTekS connectors This design is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability or design parameters and property Incorporate this design into the overall butitlrng design Bracing Indicated Is to prevent buckling of hullviduah truss web and/or Chord members only Adddlonal temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSM11 Quality Clitoris. 050-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Ply Park Sq Hrn12091 Madrons A C /TrayOty T12955040 P2091AG-T GS SPECIAL 1 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. 1-0-0 5.1.4 44.12 04 = 8.130 s Sep 15 2017 Mrrek Industries. Inc. Mon Jan 15 07.35 312018 8-0-0 Scale - 1.34.4 4x4 = 5x8 = 3x4 = 1.5x4 1 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 125 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FSC2017frP12014 CSI. DEFL. In loc) Ilden Ud TC 0.53 Verl(LL) 0.17 9-12 999 240 BC 0,76 Vert(CT) 0.36 9-12 619 180 WB 0.46 Horz(CT) 0.03 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 7=751/0-".2=814/0.8.0 Max Horz 2=83(LC 11) Max Uplift 7=127(LC 12), 2=-159(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1250/409, 3-4=-931/320, 4-5=942/312, 5.6--1038/338, 6.7=714/253 BOT CHORD 2-9=39911096, 8-9--356/1082 WEBS 3.9=387/205, 4-9=94/509, 5.9=357/156, 5-8=581/241, 64=390/1202 PLATES GRIP MT20 244/190 Weight: 94 lb FT - 20% Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verlicals. Rigid ceiling directly applied or 9-3-9 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vun=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsl; h-15ft; B-45ft; L-24R; eave=4ft; Cat. II, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0. Interlor(1) 2-0-0 to 9-8-0, Exterior(2) 941-0 to 12-8-0, Interior(1) 15-8-0 to 18-9-12 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 20.0ps1 on the bottom chord in all areas where a rectangle 3.6-0 tell 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 127 lb uplift at joint 7 and 159 lb uplift at joint 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARN/NO - Verify design parametars and READ NOTES ON THIS AND INCLUDED W TEN REFERENCE PA E Ma-7473 rw. 1010V7016 BEFORE USE. Design vslld for use only with MfTeh® wnneclors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall busding design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Addrtional lempwary and permanent bracing M iTe k' Is Nwsys re od for stability and to prevent collapse wort possible personal Injury and property damage For general guidance regarding the fabrication, storage, deevery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, D3049 and SCSI Building Component 0904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq HIT/ 2091 Madrona AS / Tray T12955041 P2091AC-T G6 SPECIAL 1 1 b Reference (optional) Mid -Florida Lumber, • Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:32 2018 Page 1 ID,WjDyiuZDwOnl2xygntYl3zgvcy-IAZImUIIWICU5g5Txlm863uJHbky0ZOVh7X9tOzvA)P 1-0-0 5.1.4 9.8-0 13A-0 18-11-8 5.1.4 I 4$12 + 4-0-0 i 5-3.8 Scale - 1:34.4 04 = 7 40 = 5x8 = 30 = 1.5x4 1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 10.0 Lumber DOL 1.25 SC 0.74 BCLL 0.0 ' Rep Stress Ina YES WB 0.41 BCDL 10.0 Code FBC2017lrP12014 Matrix -MS DEFL. In (loc) VdeO Ud Vert(LL) -0.18 9.12 >999 240 Vert(CT) -0.38 9-12 >595 180 Horz(CT) 0.02 7 n/a We LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 7-751/0-3-8, 2=814/D-8-0 Max Horz 2=100(LC 12) Max Uplift 7=131(LC 12). 2=155(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1253/404, 3.4=924/310, 4-5-904/316, 5.6=969/325, 6.7=-694/273 BOT CHORD 2-9=431/1100, 8-9=336/993 WEBS 3-9=-393/214, 4-9=126/528, 5-9=-309/132, 5-8=-487/207, 6.8=361/1078 PLATES GRIP MT20 244/190 Weight: 98 lb FT = 20% Structural wood sheathing directly applied or 4-" oc purlins, except end verticals. Rigid ceiling directly applied or 8-11-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15f1; B=45111; L=2411; eave=4ft; Cat II; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 9.841, Exterior(2) 9-8-0 to 12-8-0. Interior(1) 1"-0 to 18.9-12 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all 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 131 lb uplift at joint 7 and 155 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARN/NO - Verify design peramefeis and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0101-7473 rw. 109=015 BEFORE USE. Design valid for use only with MRsk® connectore This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the buildup designer must verify the appllcablbly of design parameters and property Incorporate this design Into the overall building design. Bracing IndleAted Is to prevent buckling of IndMdual Was web and/or chard members only. Additional temporary and permanent bracing M iT®k• is aNrays requked for stability and to prevem collapse with possible personal injury and property damage For general guidance regarding the fabricstion, storage, delivery. erealon and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inslltule, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hrn/ 2091 Madrona A C / Tray T72955042IP2091AC-T G7 SPECIAL 1 1 b Reference (optional Mid-Flonda Lumber, Barlow, FL. 1-" ' 5.1.4 40 = 8.130 s Sep 15 2017 Mi rek Industries. Inc. Mon Jan 15 07:35:33 2018 Page 1 iuZDwOr112xygntYl3zgvcy-7M7g_glwH3KLj_gf VTHNIGRS572711 DtMGiPTzvA)O Scale = 1 34.4 7 40 = 5x8 — 30 = LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017lrP12014 CSI. TC 065 BC 0.88 WB 0.36 Matrix -MS DEFL. in Vert(LL) -0.16 Verl(CT) -0.32 Horz(CT) 0.03 loc) Udell Ud 7-8 >999 240 7-8 >702 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 98 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.10-3 oc purlins, BOT CHORD 20 SP No.2 except end ver icals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or "-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (lb/size) 7=751/0-".2-814/0-8-0 Max Horz 2=128(LC 12) Max Uplift 7--136(LC 12). 2=150(LC 12) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-12601393, 34=-931/283. 4-5=901/324 BOT CHORD 2-8=-457/1105, 7-8=-328/890 WEBS 3-8-3861220. 4-8=173/633, 5-8=2961159, 5-7-9601357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=4511; L=24ft; eeve=411; Cat. II; Exp B. Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2.60 to 9-8-0, Exterior(2) 9-8-0 to 11-" zone;C-C for members and forces 6 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 psi bottom chord live load nonconcuri ent 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 Ib uplift at joint 7 and 150 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design Pa..$. and READ NOTES ON THIS AND INCLUDED aMTEK REFERENCE PAGE 114/14473 rev. 10 MV2015 BEFORE USE. Design valid for use only whh MIT09 connectors. This design Is based only upon parameters shown, and Is for on Individual bustling component. not a truss system. Before use. the building designer must verily the appscabiety, of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual trust web andlor chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewhhpossiblepersonalInjuryandpropertydamageForgeneralguidantAregardingthe fabrication, storage, dolNery, erection end bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSB29 and BCSI Building Component 61104 Parka East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Aim ndrts, VA 22314. Tempe. FL 36810 6 Job Truss Truss Type Oty Ply Park Sq Hm/2091 Madrona AS / Tray T12955043 P2091AC-T G8 MONO HIP 1 1 toptionall Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:34 2018 Page 1 I D:%MDyluZDwOrll2xygntYl3zgvcybYh2B9JY2NSCK8Fs3ADc8UzctORtUTwo9JOGxvzvAjN 1-0-0 7-10.4 9-0-0 14.3.12 t8 r I I I 11.8 7-10-9•t2 4.7-12 121-0-0 04 = 15 3x4 = 16 5 17 Scale - 1:33.3 11.50 II 3x5 = 1x4 II 5x8 = 30 = LOADING (psf) TCLL 200 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/TPI2014 CSI. TC 0.65 BC 065 WB 039 Metric -MS DEFL. in Vert(LL) -0 17 Verl(CT) -0.35 HOrz(CT) 0.01 loc) VdeB Ud 7-8 >762 240 7-8 >376 160 7 file file PLATES GRIP MT20 244/190 Weight: 98 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 except end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 7-482/0-3-8, 2=439/0-8 .9=645/0.3-8 Max Horz 2=156(LC 12) Max Uplift 7=-85(LC 9), 2-31(LC 12). 9=-194(LC 12) Max Grav 7=530(LC 22). 2-439(LC 1). 9=645(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3--388/0, 3-4- 410170, 4-5=-338/43 BOT CHORD 2-9=-43/332, 6-9=43/332, 7-8=-105/328 WEBS 3.9=-480/326, 5-7=-459/156 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; BCDL-3 Opsf; h=151t; B=45h: L=2411, eave=4tt: Cat. II; Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 9.8-0, Exterior(2) 9-8-0 to 13-10-15 zone,C-C for members and forces d 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 psi 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 rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 7, 31 lb uplift at joint 2 and 194 lb uplift at joint 9. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters end READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE AUP7473 rev. /0003r3015 BEFORE USE. Design valid for use only with MrTsk® connectors. This design Is based only upon parameters shown, end Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing Indicated Is to prevent bucWmg of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of busses and truss systems, see ANSVTPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute. 218 N. Les Strest, Suite 31 Z Nexandrls, VA 22314 Tamps, FL 36810 Job Truss Truss Type oy Ply Park Sq HaV 2091 Madrona A C / Trey T12955044IP2091AC-T J3C JACK 4 1 Job ReferenceoU a Mkt-Florlde Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:35 2018 Page 1 I D: W)DyiuZDwOrll2xygntYl3zgvcy-31EOOVKApga3og2cuKrkhWlvowND_LyNzlpTLzvAjM 1-0-0 2.11.8 t-0-0 2.11-8 Scale = 129.3 6 OD ri2 1.50 II 30 = 1 3-0-0 3-0-0 I LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ver1(LL) 001 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 5-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.12 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight 22 Ile 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 20 SP No.2 except end verticals. WEBS 20 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 6=191/0.3.8, 3=65/Mechanical, 4-27/Mechanical Max Horz 6-193(LC 12) Max Uplift 6=-8(LC 10). 3=42(LC 12), 4=161(LC 12) Max Grav 6=191(LC 1). 3=79(LC 17), 4=144(LC 10) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5--267/417 NOTES- 1) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-15ft: B-45ft: L=24ft; eave=oft, Cat. II; Exp B; Pert. Encl.. GCpi=0.55: MWFRS (directional) and C-C Exterior(2)-0-11-8 to 2-0-8, Interior(1) 2-0-8 to 2-10-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 8 lb uplift at joint 6, 42 Ile uplift at joint 3 and 161 Ile uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 wARNINO - Verify design paremefers and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE N11.74711 ray. 1OV"016 BEFORE USE. Design valid for use only with Wake, connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucNblg of Individual buss web andror chord members only. Additional temporary and permanent bracing M iTe k' Is always required for shibility, and to prevent collapse with possible personal Injury and property damage. For general guldana regarding the fabricallon. storage. delivery, wedbn and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. safety Irdonnalion available from Truss Pole Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36510 Job Truss Truss Type Oy Ply Perk Sq Hm/ 2091 Madrona A C / Tray T12955045 P2091AC-T J7 JACK 19 1 Job Reference al Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 15 07.35:36 2018 Page 1 ID V111jDyluZDwOrll2xygntYl3zgvcy-XxoocrLoa iwaSPEAbr4Hv3ykC94ySX5cdVMOnzvAJL 1-0-0 7-0-0 1-0-0 7-0-0 30 = LOADING (psf) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 125 TC 0.69 TCDL 10.0 Lumber DOL 1.25 BC 0.54 BCLL 00 ' Rep Stress Ina YES W8 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=181/Mechanical, 2=340/0.8-0, 4=89/Mechanical Max Horz 2=117(LC 12) Max Uplift 3-72(LC 12), 2=59(1-C 12) Max Grav 3=181(LC 1). 2-340(LC 1).4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:22.3 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.12 4-7 >695 240 MT20 244/190 Vert(CT) -0.23 4-7 >356 180 Horz(CT) 0.00 2 n/a n/a Weight 24 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or B-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- 1) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h=15f1; B-451t; L=24111; eave=411, Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4 zone;C-C for members and forces 6 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 bads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M 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 72 Ib uplift at joint 3 and 59 Ib uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verily design paremerom and READ NOTES ON TIeS AND INCLUDED IIUTEK REFERENCE PAGE MII.7473 rev. 1410=0/3 BEFORE USE. Design valid for use only with MlTeltm connectors. This design Is based only upon parameters shown, and is for an Individual building component, net a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucking of Individual truss web and/or ctdrd members only Adddkdal lemporwy and permanent listing M iTek' la always required for stabady and to prevent collapse with possible personal In)ury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sups 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sit Hmi 2091 Madrona A C / Tray T12955046 P2091AC-T J7T SPECIAL 3 1 b Reference (clotbriall Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 15 07:35:36 2018 Page 1 ID-VADyiuZ=rll2xygntYl3zgvcy-XxoocrLoe 1waSPEAbr4Hv3v7C7kySX5cdVMOnzvAjL F •100 + 2.76 + 7-" j 1-0-0 2-7-5 44-8 d N 24 = zxa n Scale - 1:22 3 2.7-8 44.8 Plate Offsets (X.Y)- 12:0.2-O.Edoel.13:0.2-8.0.2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.19 6 >432 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Verl(CT) -0.32 6 >258 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MR Weight: 26 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins BOT CHORD 20 SP No.2 *Except* SOT CHORD Rigid ceiling directly applied or 6-" oc bracing. 3-7: 20 SP No.3 REACTIONS. (Ib/size) 4-169/Mechanical, 2-346/0-8-0, 5=107/Mechanical Max Horz 2=118(LC 12) Max Uplift 4-61(LC 12). 2=-58(LC 12), 5=7(LC 12) Max Grev 4-169(LC 1). 2-346(LC 1). 5-126(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) Vesd=108mph; TCDL=4.2ps1; BCDL=3.Opsf; h-15f , B-45ft; L-241L eave=4fl, Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1.0-0 to 2-", Interlor(1) 2.0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL-1 60 2) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 4, 58 lb uplift at joint 2 and 7 lb uplift at joint S. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 001.7473 rev. 1000"015 BEFORE USE. Design valid for use only with Me rokle connectors. This design Is based only upon parameters shown, and Is for an Individual oubEing component, root a truss "am. Before use, the building designer must verily the applicability of design parameters and property Incorporeal this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andtor chord members any. Adddronal temporary and permanent bracing M iTek' Is akvaye required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the ralls"lon, storage, delivery, erection and bracing of trustee and truss systems. see ANSUTPII Quality Criteria, DSB-ee and SCSI Building Component 6904 Parke East Bind. Safety Information available from Truss Plate Institute. 218 N. Les Street, Subs 312, Nexandda, VA 22314. Tampa, FL 36010 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrone AS / Tray T12955047 P2091AC-T KJ4 JACK 2 1 Job Reference o lionel Mid-Flonde Lumber, Barlow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc Mon Jan 15 07:35:37 2018 Page 1 ID:W)DyiuZDwOr112xygntYl3zgvcy-77MBpBLOLlgnCc RkIMJp6bCgcYlhvwFrHEwYEzvAjK t- 1-5-0 4.2.7 1-5-0 4.2.7 LOADING (psi) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 125 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr NO BCDL 1100 Code FBC2017/TPI2014 1 5x4 II 30 = CSI. DEFL. in (loc) Vdefl Ud TC 036 Vert(LL) 0.05 5.6 >894 240 BC 0.32 Verl(CT) 005 5-6 >977 180 WB 0.06 Horz(CT) 0 01 3 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 6=22210-7-8, 3=77/Mechanical, 4=38/Mechanical Max Horz 6=193(LC 8) Max Uplift 6=-191(LC 4), 3=-82(LC 5), 4=-165(LC 8) Max Gray 6=222(LC 1). 3=77(LC 1), 4=80(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown Scale - 1.28.9 PLATES GRIP MT20 2441190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verlicals. 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 Opsh h=15141, B=45ft. L=24ft, eave=4h; Cat. II; Exp B, Part. Encl., GCpi=0.55: MWFRS (directional); end vertical left exposed, 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 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 191 lb uplift at joint 6, 82 lb uplift at joint 3 and 165 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb up at 1-6-12, and 132 lb up at 1-6-12 on top chord, and 88 lb up at 1-6-12, and 88 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 + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert Concentrated Loads (lb) Vert: 7-71(F=36, B=36) 8=4(F=2, S=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design p.n .I" and READ NOTES ON TIaSAND INCLUDED AVTEK REFERENCE PAGE UP-7473 ran, 10e3R015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall budding design Bracing Indicated Is to prevent buckling of Individual buss web andfor chord members only. Additional temporary and permanerd bracing MITek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general quittance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSO-e0 and BCSI Building Component 6904 Parke East Bind Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss russ Type Oy Park Sit Half 2091 Madrona A C /TreySPECIALty T12955048 P2091AC-T KJ8 1 1 Job Relerence (optional Mid-Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries, Inc Mon Jan 15 07:35.38 2018 Page 1 ID:WjDyiuZDwOdi2xygntYl3zgvcy-TKwZ1XM36byeplYdI01YMK81LOIIOM103x T4gzvAjJ 1-5-0 h 1-5-0 6.9.4 1-5-0 t-5-0 544 Scale - 130 9 2x4 11 1-5-0 5-4-4 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.68 Vert(LL) 0.19 5-6 417 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.40 Vert(CT) 0.17 5-6 469 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 018 5 n/a n/a BCDL 100 Code FBC2017lrP12014 Matrix -MR Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except* 3.6: 2x4 SP No.3 BOT CHORD WEBS 20 SP No 3 REACTIONS. (lb/size) 8=308/0.11-5, 4=172/Mechanical, 5=66/Mechanical Max Horz 8=88(LC 8) Max Uplift 8=-217(LC 8), 4=105(LC 8), 5=47(LC 8) Max Grav 8=308(LC 1). 4-172(LC 1), 5-108(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-252/207 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L=24ft: eave=oft; Cat. II; Exp B: Encl.. GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noneoncur ent 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 217 lb uplift at joint 8, 105 lb uplift at joint 4 and 47 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb up at 1-6-1. 92 lb up at 1-6-1, and 42 lb up at 4-4-0, and 10 lb down and 61 lb up at 4-4-0 on top chord, and 74 lb up at 1-6-12, 16 lb up at 1-6-12, and 79 lb up at 44-0, and 3 lb down and 7 lb up at 4.4-0 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 (pit) Vert: 1-2-60, 2-4=-60, 7-8-20, 5.6=-20 Concentrated Loads (lb) Vert: 7=7(F=4, B=2) 3=69(F-34, B=35) 9=1(F) 10=-3(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verity design parameters and READ NOTES ON 7MS AND INCLUDED WTEK REFERENCE PAGE Mr1-7473 ray. 10407/201e BEFORE USE. Design valid for use only with MITOW connectors This design Is based only upon parameters shown, and Is for an Individual bustling component, not a truss system. Before use, the buildup designer must verhy the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Addplonal temporary and permanent bracing WOWlealwaysrequiredforstabilityandtopreventCollapsewhhpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage. delivery. erection end bracing of trusses and truss systems, see ANSUTPII Quality Crlterla, DSBd9 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 210 N. Lee Street. Suhe 312. Alexandria, VA 22314 Tempe, FL 36010 ob Truss Truss Type Oty Ply Perk Sit Hm/ 2091 Madrons A C / Tray P2091AC-T T12955049 KJ7 JACK 4 1 ReferenceJobI Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07.35.39 2010 Page 1 ID W)DyiuZDwOril2xygntYl3zgvcy-xVAJxEtNhtv4URv7p4OnuxhYQPCO9kcXlbjlc6zvA)I 1-5-0 5-2-5 9.10.13 5-2.5 i 4-" Scale - 1 21.9 20 = r r 5 3x4 = 5.25 4-8-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 043 Ven(CT) -0.07 6-7 >999 180 BCLL 00 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No 3 REACTIONS. (lb/size) 4=128/Mechanical, 2=511/0.11-5, 5-328/Mechanical Max Horc 2-118(LC 8) Max Uplift 4=-55(LC 8), 2=109(LC 8). 5-47(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-775/91 BOT CHORD 2-7=151/708, 6-7=151/708 WEBS 3-7=0/275, 3-6=769/164 NOTES- 1) Wind: ASCE 7-10: VuB=140mph (3-second gust) Vasd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15R, B=45f , L=24f; eave=oft; Cat II, Exp B, Encl., GCpi=0.18; MWFRS (directional); 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 bads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 4, 109 lb uplift at joint 2 and 47 Ib uplift at joint 5 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 41 lb up at 4-4-12, 3 lb down and 41 lb up at 4-4-12. and 27 Ib down and 65 Ile up at 7-2-11, and 27 lb down and 68 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12. 2 Ib up at 1-6-12, 5 lb down at 44-12, 5 Ib down at 4-4-12, and 20 lb down at 7-2-11. and 20lb down at 7-2-11 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 (pit) Vert: 1-4-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=53(F=-27, B=-27) 14-4(F=2, B=2) 15--10(F--5, B=-5) 16=-35(F--17, B-17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Verify clasfgn paramafors and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M/167475 rev. J WY20f5 BEFORE USE. ' Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not at ss 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 Proven$ buckling of Individual truss web andfor chord members only. Addi lonal temporary and permanent bracing • M ITek* Is always required for stability and to prevent collapse w4h possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 3904 Parke Eau Blvd. Safety Information avaWDle from Truss Plate tnsihui*. 218 N. Lee Street, Sub* 312. Alexandria. VA 22314. Tamps, FL 36810 Job uss rues Type Oty Ply Sq Hm/ 2091 Madrons A C /Trey P JPark T12955050 P209IAC•T 7T SPECIAL 1 1 r.Om*er, aan*W, rL a 17ustm zo zulr mrrax rnousines. mc. mon,ran a fumir.aa rufo rages 1 D."DyluZD W Odi2xygntYl3zgvcy-LTUAbfXlmVp3N7wkcu9m7 LJzDJaU7EkP3TgH6zv9Rl 1.5 0 3-7.13 8-7-9 9-10-13 150 i 3.7.13 i 2.11-12 j 3.34 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP DSS BOT CHORD 20 SP No.2 *Except* 3-6: 20 SP No. 1. 3-10: 2x4 SP No.3 WEBS 20 SP No.3 3all 36' !X113k CSI. DEFL. in loc) VdeB Ud TC 088 Vert(LL) 0.28 9 427 240 BC 1.00 Vert(CT) 0.58 9 205 180 WB 0.32 Horz(CT) 0.20 6 n/a n/a Matrix -MS REACTIONS. (Ib/size) 5.147/Mechanical, 2=422/0.11-5. 6=499/Mechanical Max Horz 2=144(LC 8) Max Uplift 5=-68(LC 8). 2-72(LC 8), 6=77(LC 8) Max Grav 5-151(LC 13). 2=422(LC 1).6=499(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-257/0, 3.4=-1156/145 BOT CHORD 3-8=-236/1109, 7-8=237/1112 WEBS 4-8=0/356, 4-7=-1224/260, 2-11-309/75, 12-13=-461/87 Scale - 1.22.5 PLATES GRIP MT20 244/190 Weight: 41 lb FT - 20% BRACING - TOP CHORD Sheathed or 5-5-5 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph; TCDL=4.2p3f; BCDL=3.Opsf; h-15ft, B-45ft; L=24ft: eave=oft; Cat. II; Exp B: Encl.. GCpi=O 18; MWFRS (directional), 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 68 lb uplift at joint S. 72 lb uplift at joint 2 and 77 lb uplift at joint 6. 6) 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 t Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=60 Trapezoidal Loads (pit) Vert: 2-0(F-30, B=30)-to-3=47(F=7, B-7), 3=47(F=7, 8=7)-to-5=148(F=44, B=44), 11=0(F-10, B=10)-to-10=16(F-2, B=2), 10--16(F-2, B-2)-to-9-18(F=1, B-1), 3=16(1`=2, B=2)-to-6=49(F=-15, B-15) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARN/NO • Verry dealpn penrmrers and READ NOTES ON THIS AND INCLUDED IIOTEIr REFERENCE PAGE 1110.7/73 rev. 10,97R016 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the buUdbV designer must verity the applicability of design paramsters and property Incorporate this design Into the *votes building design. Bracing Indicated Is to prevent bucldbV of Individual truss web andfor chord member* only. Additional temporary and permanent bracing k" WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the febrketlon, storage, delMry. erection and bracing of trusses and truss systems, see ANSVTPIt Quality Creeds, OSB•69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312, Alexandra, VA 22314. Tamps, FL 36610 b Truss Truss Type Oty Ply Park Sq HM 2091 Madrona A C /Tray T12955051FP2091AC-T V1 VALLEY 1 1 optional) Mid -Florida Lumber. Bartow. FL 8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 15 07 35:40 2018 Page 1 I D: VADyiuZDwOril2xygntYl3zgvcyoi2JSDOJeDCL33i7PRvORIDgOpZDuF OAXFTa9ZzvAjH 8-11.3 12.3.3 13.3.3 m 6-11-3 + 5.4-0 1-0-0 4x8 = e 7 3x4 1 Sx4 II t.5x4 II axe II LOADING (psf) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1.25 BC 0.33 BCLL N. ' Rep Stress Ina YES WB 0 07 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 20 SP No.3 OTHERS 20 SP No.3 SLIDER Right 2x4 SP No.3 1-7-10 REACTIONS. All bearings 12.3-3. lb)- Max Horz 1=61(LC 10) Max Uplift All uplift 100 Ib or less st joint(s) 1, 5, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=436(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 2-8--283/133 Scale - 1:23.1 DEFL. In (loc) Vden Ud PLATES GRIP Veft(LL) -0.00 6 n/r 120 MT20 244/190 Vert(CT) -0.00 6 n/r 120 Horz(CT) 0.00 5 n/a Na Weight: 48 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purtins. 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: VuH=140mph (3-second gust) Vasd-108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=1511, 8=45ft; L=2411; eave-41t; Cat II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3.7-9. Interior(1) 3-7-9 to 6.11-3, Exterior(2) 6-11-3 to 10-1-9 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON DOS AND INCLUDED WTEK REFERENCE PAGE MI67473 rw. IMP2015 BEFORE USE. Design valid for use only with MRek® 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 appiicabilly, of design parameters and popery incorporate this design Into the overall bubdbV design Bracing Indicated Is to prevent buckling of Individual buss web andror chord members only. Additional temporary and permanent bracing M ITek' Is always required or slabWry, and to prevent collapse with possible personal In)ury and property damage For general guidance regarding to fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSVTPI1 Ousllty Criteria, 03049 and SCSI Building Component am Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee &rest, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/ 2091 Madrone AS / Trey JVALLEY T12955052 P2091AC-T V2 1 1 1 ti a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 15 07:35:41 2018 Page 1 IDW1DyiuZDwOdl2xygntYl3zgvcy-uvchfZPxPWKCgDHCzBOFymwXDyodj7gmvC7h7zvAjG 4- 11-3 + 9-10-6 4- 11.3 4-11-3 Scale = 1.18.0 4x4 = i 4 20 % 1.50 11 20 9- 10 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 32 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 20 SP No.3 REACTIONS. ( lb/size) 1-157/9-1". 3=157/9.10.6, 4=374/9-10.6 Max Horz 1=41(LC 10) Max Uplift la-34(LC 12), 3=-34(LC 12), 4=48(LC 12) Max Grav 1=159(LC 21). 3-159(LC 22). 4-374(LC 1) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h-15ft: B-45ft; L-241111; eave=oft; Cat It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-11-3, Exterior(2) 4-11-3 to 7- 11-3 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconwnent 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 tell by 2-0-0 wide will fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON TrOS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 10tv3/201e BEFORE USE. Design valid for use only with MIT09 connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a truss "am Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Imo UN overall Du: ding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' isWaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalt*ry and property damage For general guidance regarding the fabrication, storage, delMry, ereclion and bracing of trusses and truss "am*. see ANSVrPI1 Quality Criteria, D3949 and BCSI Building Component 0904 Parka East Bald. Safety Informstlon available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36010 V#Db Truss Truss Type Oly Ply Park Sq HnV 2091 Madrona A C / Trey T12855053 P2091AC-T V3 VALLEY 1 1 1 Iall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 15 07:35.42 2018 Page 1 ID:"DyiuZDwOrtl2xygn1Y13zgvq-M5A4tuPZ9gS31 NsOX syU WAJ7JdGhMAO_YyhDRzvA)F 2-11-3 5-10-6 2-11-3 2-11-3 30 = 2x4 i 20 Scale - 1:11.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) VdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.11 V8ri(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 16 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood Sheathing directly applied or 5-10-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/5-10-6, 3=184/5.10.6 Max Horz 1=-22(LC 10) Max Uplift 1=-31(LC 12), 3=31(LC 12) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult-140mph (3-second gust) Vesd=108mph; TCDL-4 2psf; BCDL-3 Opsf; h=15ft; B=45ft, L=24ft; eave=oft, Cat II; Exp B; Encl., GCpi=0 18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL-1.60 3) Gable requires continuous bottom chord bearing 4) This truss has been designed for a 10.0 psi 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 fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED MrTEK REFERENCE PAGE 0101-7473 raw. 1000W2016 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and Property Incorporate this design Into the overall building design Bracing Indicated Is to prevent bucWing of individual tons web andfor Chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stubby and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection end bracing of trusses and truss systems, sore ANSVTPI1 Quality CAterls, D3849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate ImAdule, 218 N. Lee Street. Suds 312, Alexandria. VA 22314 Tampa. FL 38810 ft V Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in fl4n-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -1 For 4 x 2 orientation, locate plates 0- 'w,e 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 gushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-In-sixteenths Drawings not to scale) 1 2 BOTTOM CHORDS C7 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. a: O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 1 S. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED 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 1111110111110 MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/'2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 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 oonsidemoon and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shag be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 1Oft. spacing. or less, it no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after buss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consuft with project engineer before use. 19. Review all portions of this design (from, bark, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. tY 0Jm j. m 0 Qx 0 0 w O z w W 2 F- O rn w J z Q z Q W m O J W Q z O J J J J Q c I I I I' I I I Itl l l!II I I I I I'I i IN, Ewl' 2" TRAY CLG. 1, 1 1 1 1 1- 1 1 1 1 t 1 I 1 II® 11® 10 Illkmil Ci Lc © r/al/al_ I1ial 1iiIl '1® 1® wimim 11 I I1i re 11 Ilf l,lf lf I I I I I\ lq MIMIMMIMIMI l 1 V•tl alkll!•tl- 4'-4' 1 i GARAGE 1 T- 4- At 5% 4" + T. 0" E 19'- 4" 1 1 APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 12 / 6.0 12 Vo a, 12" TRUSS END DETAIL J L 4 - HUS26 1 - PLY HGR O 1 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA I ROOF TRUSSES I FLOOR TRUSSES ITOP 000 LIVE. 200 ITOP CHORD Ll* 400 ITOP CHORD DERD 100 ITOP CHORD OEM 100 THIS TRUSS SYSTEM 4% BEEN DESIGNED WITH LORDS GENERHTEO BY 140 MPH WINDS USING 4.2 PSF TOP DCRO CIA L030 RNO 30 PSF BOTTOM CIIORO CERD LORD 0 MILES FROM MOCK WKINE CRT. I I EXP. B UiSCE 7.101 2091 -A or C Park Square Homes 12" TRAY CLG. Madrona - A or C P2091 AC > n WA 11-1Q 17 Bmax RECORD COPY ION City of Sanford Building and Fire Prevention Product Approval SpecS Form Permit # # 1 8 2 8 9 Project Location Address Z3 sg ol'(At bv0c45A- L 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 SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 941T40-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 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 Cambridge FL7006.1 Underla ments Warrior Roofing 15 and 130 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 S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered 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 Golf tp Pp fer Please Print) June 2014 Florida Building Code Online llttps://www. floridabui lding.org/pr/pr_app_dtl.aspx?paraln=wGF VX... 1 Business & ProfessionalRegulation Pets Horne I log In 1 Ucer Regklralion I Hot Topics i Submt S=harge I Stats a Facia Pubtcatbns I FBC Staff I OCIS Site Map Links Search , F fly Product Approval 4 r 101 USER: public User Prodrrcl MDi"1LI=> Product or Aopkat*_q.Sealtb > AppkAUan Lst > AppOODtian Detaa FL # FL8871-R8 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@rwbidgconsultants.com Authorized Signature Vivian Wright rlckw@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 Checkllst - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FLB871 RIJCQI (¢) Certificate of InAepe.Odjvnce.odf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/15/2018, 4:50 PM Florida'Building Code Online https://www. floridabu i Id ing.org/pr/pr_app_dti.aspx?param=wG EVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect 8FL871 d8aQrfMethod1 Option D 10/17/ 2017 10/17/ 2017 10/19/ 2017 12/12/ 2017 Summary of Products _ _ rFber or Name Description 1 a. " ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing t Limits of Use I Installation Instructions Approved for use in HVHZ: Yes R8 ll_ (h) Inst 8871.I.pdf for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Approved ImpactResistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by fL8871 R8 AE fbZEval 8871_1.pdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation instructions. 18871 2 I b. "ClassicCraft" or "Classiccraft F36 x B'D "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series wing or Outswing - --_-- Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL8871_R$ 11 (b) Inst 8871.2,Bdf 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 I Other. SeeINST8871.2 for Design Pressure Ratings by FL8871 R8 AE (b) EvaI 8871,2.pdf specific Model and for any other additional use limitations Created by Independent Thud Party: Yes and Installation Instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic_' Series Sldelite (OX or XO) -Inswing or Outswing- - - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II_(b) Inst 8871.3.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 8871.3 for Design Pressure Ratings by 1 FL871 RB AE (_b).Eval 8871.3.E specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of 'T' part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.4 -- -- I d. "ClassicCraft" or "ClassicCraft 3.6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series I Sidelltes (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLB871 R8 11 (b)_In 8877.4.odf I ApprovedforuseoutsideHVHZ: 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.g df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "1" part numbers for these sidelltes, which have been 2 oF4 4/15/ 2018, 4:50 PM Florida Building Code Online 1' https://www.noridabuilding.org/pr/per app_dtl.aspx?param=wGEVX... stained or painted within six months of installation.) i 8871.5 - e. "FiberClassic" or "Smoot Series Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes iStar" 310 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Installation Instructions IFL8871 nst 8871,S.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by F1Q8718871.S.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 8671.E f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series , Sldelite (OX or XO) Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.6 for Design Pressure Ratings by specific Model and for any other additional use !imitations and Installation Instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires the use of "J" part numbers for these sidelltes, which have been stained or painted within six months of installation.) _ 8871.7 1 g. "FiberClassic" or "SmoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires the use of "J" part numbers for these sidelltes, which have been stained or painted within six months of Installation.) Installation Instructions F 871 t ll_(b In 8$.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL88 a RB AE (b)_E-val_88 6 f Created by Independent Third Party: Yes 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) -inswing Or Outswing Installation Instructions FL$-$71 R8 11_(b) Ins[ 8871,7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FI„@87] RB AE_(b)v_al R87t.7.pdf Created by independent Third Party: Yes 18871.8 ( h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCreft Inswing or Outswing LRustic" Series - - — - - - --- - -- ---- - - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI_887 R II_(b)-1:7_*t 8871 _8_pdf IApprovedforuseoutsideHVHZ: 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 8871.8 for Design Pressure Ratings by FL8871 R8 AE_(b)_Eval 8871_8.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 18871.9 I. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClasslcCrak" or "ClassicGak Sidelites (OXXO) -inswing or Outswing Rustic" Series Limits of Use Insbllation Instructions Approved for use in HVHZ: Yes FL8871_R8 It (b) Inst 8871.9.df I! I Approved for use outside HVHZ: Yes i 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 8871.9 for Design Pressure Ratings by FLB871 R8 AE_(¢) vat 887».Jf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires the use of "J" part numbers for these sidelltes, which have been Stained or painted within six months of installation.) gad[ Nest 3 of 4 4/I S/2018.4:50 PM Floridb Building Code Online hops://www.floridabuilding.orgtpr/pr_app_dti-aspx?param=wGEVX... intact Its :: 2601 Blair Stone Road,,]al6hersee F132 99 Phone: 850.487-1824 The State of Florida is an AA/EW employer Copy ht 2007-2013 State or Flnrlda.:: !' W9Y.StatCM9ft :: A,SCSSS MY Satement :: Refund Statement Under Florda low, emal addresses are public records. ifyou do not want your e-mal address released in response to a Pubk-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by lradtlonal mat U you Irdve arty questons, please contact 050.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address i they have one. The emalls provided may be used for official communication with the Itersee. However emal addresses are public record. U you do not wish to supply a personal address, please provde the Department with an emal address which can be made avatable to the public. To determine i you are a licensee under Chapter 455, F.S., please click haL. Product Approval Accoptat r-r Credit Card Safe 4 of 4 4/15/2018, 4:50 PM THERMAITRU ( 81 THERMA TRU DOORS 1 1 B INOUSTRIAL OR., EOGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITE INSWING / OUTSWING G13r6tAL NOTES I. itfs product has been evaluated and Is In complence with the 61h Edition (20I n Florida Bu9dlnft Cade (FBC) struehnol requirements fnctedhtg the'IBptt Velocity Hurricane Iona (HVHZ). 2. Product ondton slid be as Ned and spaced os shown on detolz Anchor embedment to base mated9l stol be beyond well dressing a stucco. 3, When used in the vmr the opaque door compiles with Section 1626 of the Flaldo Bulking Code and does not require an I npoct resistant coven;V. The nonimpact sidelle must be protected with an impact resistant covering complying with Section 1626 of the FBC. 4. When used in aeon outs fe of the'HVHr requ&g wind borne dells protection. the opaque door complies with FBC Sections 16M.12 d R3012.1 I ore does not require an tnpact resistant covering. The opaque door meets missile level 0" and incL-des Wlnd Zane 4 as defined in ASIM E 1996 and FBC Sections 16 A.22 6 R3012.111, The nonimpoct ddeltes must be protected with an impact resetan covedrg eompW g with FBC Secti= 1609.121E R3012.12. 5 For 2u stud trarring conshudi= andtontrg of these units shd be the some as that shown for 2K buck masom construction. 6 Site aonditi m that deviate from the details of this drawing requko tether engineefng analysis by a 8•emed engineer or reghtefed archiled. 7. Oulswftg configurations using coastal sir fern 04 under active do= and oR sips used under Ute sidelles, meet water frdilration requirements Ior'FNh7. 8, frewbig configurations end outswing conrrgurclim ustng ss Item 05 under the door do not most the waterinfitroffonrequkementsforthe11VHrendshotbeInstalledondyinnonhdbitabfeareasOralhebiM6lefaccNonsprotectedbyan overhang or canopy such that the angle between the edge of canopy or Overhang to sill is less than 45 degrees. TRUE OF CONTENTS SHEEP 1 I DESCRIPTION 1 I TypjcqI etevanons, design presares 6 enerad rrotes 2 Oocrane! deIcds (Smooth sta) 3 Door panel details (hoer dose) 4 Sidelfe panel detds S Horitontat cross sections 6 vertical cross sections 7 Verlcd cros secBons g Bud; and trams anchoring • 2X buck masonry corotnsdlon 9 Frame mcharing - I X buck masatry construction 10 Components S Gkmng details I I U of Materials FI-75' MAX. O.A. FRAME WIDTH 7aS15smMAX.ITAMIE wlDnt FRAME WIDTH 13JS MAX PANR p H PANELWIDTHr—H t, x = ad 11 O 12 O P P d oCv'- ems n Z M m io sm W m 6f14 D 4 CZ E OVERALLDESIGN PRESSilkj f SF) DOOR TYPE , SWING DIMENSION.: POSRIVE_- NEG4TTVE' INSWING 54. 75' x 98.00' 60.0 60.0 SMOOTH OUTSWING 54. 75" x 96.50' 65.0 65.0 STAR INSWING54. 75" x 98.00' 60.0 60.0 FIBER OUTSWING 64. 75' X 96.SW 65.0 65.0 CLASSIC SeeSheet 10 to oenitn pressure vmalwra. N I Y 00—rye e enrv^ Z ore due 05/ 22 08 i Saxe N. T.S. Um sr. OWS m LFSOva8871.6 t cZor LO f AA EXTERIOR 4 L OEUIL A -A J P 0 SrtW0lhdor 000000000000000 0*000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 00000p00000 00000 000000000000000000000000000000000000000000000000000000000000 MAIL A -A Pcnel mkd=WMI INTERIOR 1 HORRONTAL CROSS SECTION 2 6 II1i911 flllfll I I.1r I—0 a" M •i HINGE 2826%OPEN[ AREA MAX i IIUIII W EXTERIOR INTERIOR 2 VERTICAL CROSS SEMN 2 0 leg 67 6T 66 67 61 EXTERIOR L DETAIL A -A J F1bacSresr N pEfAtt A•A Panel re}tycertrent lIlllli INTERIOR 1 HORIZONTAL CROSS SECTION 3 r.P.4 CORNERS OF PANEL c 6t A) nL• EXTERIOR INTERIOR 2-'N VERTICAL CROSS SECTION 3 CNN'% UNN I I N e u OS 22 08 t N.T.& en OWS an LFS sc ha: a 0 FL-6871.6 ° o a 3 or e MAX DL DaMOR U R4r_RIOR `'f 1 HORIZONTAL CROSS SECTION 4 (Ckmw craft a IWICI J I r9WR 2 HORIZONTAL CROSS SECTION 4 (bff 00=1 P MAX DLI EXtERIOR KFERIOR 3 HORIZONTAL CROSS SECTION q (smooth staff eaEF" WMERIOR G EXIM9 INTERIOR t]f MOR i O I .............. OV'' O 3. N TTTjjj 4'a O d a j.• Etonoi0ri 49 ^ p]E N i"Zu 9 C W 23nPVL+ md g d o J INTERIOR Q: 0 a 23 S8S as ar. LFS oAorR wa 4 VERDCAL CROSS SECTION 5 VERTICAL CROSS SECTON 6 VERTICAL CROSS SECTION Fl _8871.6 4 Icb3dc crap & ruo cl 4 (— d—I 4 (smooth star) DW 4 d L W hC MRJ. EMS. (rYP.) 1 S hRIZONTAL CROSS SECTION iw '°aM"pg4 HORIZONTAL CROSS SECTION S Shown WIIX subtvck 2 HORIZONTAL CROSS SECTION 5 r - Uswin8 3 HORIZONTAL CROSS SECTION g QWr = - trts 9 i 1`` nn d.,i9oYa aaa R nO coa 6 Z 1poi 1p I-11C MRJ. EMS. IrYP. I is 00 3 } 04 W ELI er ows or. LFS we Na: FL—SS71. 6 a 5_ or11 EXTERIOR J""`%j""` IMtKIVK I1 VERTICAL CROSS SEC11oN ti Ztrs np drown - IrsvAnp cW opprorod EXTERIOR Tee 9eneml notes fine! t ao INTERIOR 1 l VIN EXTERIOR " "#"""" INTERIOR r2-"N VERTICAL CROSS SECTION 6 Shuwnw/Msubbuck EXTERIOR INTERIOR u Ii x: ca cn j O oI INTERIOR ^ q rm 1 u RF" 40 60 3 VERTICAL CROSS SECTION 6 yaeeppeeo notesm4 ett 6or 1NHt water In6tralian mqurements INTERIOR EXTERIOR 1=019191 I I i b N N O 2 tiNQ oo_ nN•- OS 22 08 z L N.T.S. 5 er DWS m er LFS 3 ec ma. m FL-8671.E m0 it 6 or 11 n 9 M ZIOR INTERIOR rl-**N VERTICAL CROSS SECTION 7 d ' Irawai9ako w 4 EXTERIOR INTERIOR i 70 y 6 M 20 1 E e 4 VERTICAL CROSS SECTION 7 reAft configuraton s SMIOR 7T KMIOR 2 VERTICAL CROSS SECTION 7 Sh&M WIIX sub -buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 7 kmwbg configuration 40 INFERIOR EXTERIO ln,1 t c zo dawMVpa m 5 R_-4 jpQm} W 3 VERRCAL CROSS SECTION 7 OutswbV conlg=w d INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 7 Ovm*g cordtguratbn q9 r N.T.S. or. Dws eF. LPS FL-8871.6 0 7 w 1L i I rT 11 TYP. HEAD & MASONRY7' n?. HEAD a I MASONRY J JAMBS OPENING JAMBS II OPENING 1 0 T MULLION SHREFERENCEOWNFOR-. 1 FRAME ONLY 1 1 0 L 61 q I —L TYP. it 2X SLICK !2 0 I I 2X BUCK I MULLION I TYP. StuTYP. SILL WCKANCRORING HINGEJAMB ANCHORING $ME JAMB W99 2gi buck conomilon CONCRETE ANCHORNOTES., 1. CO.- ncrele anchor focotbm at The comers nvoy be o*xled to maintoin the n*L edge dIstance, to nvorfor)oints. 2. Concrete an--hw locaffam noted as 'MAX. ON C&aW must be adjusted to mahtain the min. edge distance to rnorlarjoInts, addldfomd concrete Gnch= nay be requked to erwe the MAX. ON CENTER" dbmnsion are not exceeded I Concrete anchor table: MiN.,CLEARANCE EDGf_ % 114" r TAP ELCO I/C 14/4' 1. IULTRAC0 SCREW (NSTALLAPON NOTES. edge distance. I- end distance. & I'o-C. MoCbV OfMaintainaminimum5X wood screws to prevent the splitling Of W00d HINGE DETAIL LATCH DEADSOLTDIFTAIL 2 vi Pit It% E Zo 0moo lu 1 iW 6 ayEv .4 51kir.1151 I I di 0 N.T.S. or. Dws we.. LFS FL-8871.6 r 111 ar 11 THIS ANCHOR RECTO P ONLY WHEN DIP > 60.0 PSF t L J I n TYP. HEAD a r JAMBS MASONRY OPENING i 1 FRAME a Ix BUCK; I L K I TYP. SILL 3 HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations at the comers mar be odjusred fo maintdn the min. ; y IR buck conypyatbn edge distance to mortcloints. 2. Concrete ancfwr Woflors noted os MAX. ON CENTER" must be adjusted to mointoin the min. edge distance to mortar jdnts, oddillond concrete anchors may be required to ensure fhe MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: t' ANCHOR.;: ANCHOR: MIN•• ;:;;•:,:::.iOM.CSONRY::' CLEARANCE. MIN: CL"RANCE TO.ADJACENI;'., 1YPE-:' SRE ' EDGE•.;_• .:: ANCHOR_:}=. ITW a 114" 1-1/4" 2" 4 TAPCON WOOO SCREWWOOOSCREWRySrU1TONNO/ESNOTES: 1. Mahtaln o minhr IM &Kedge cwonce, 1"and distance. d 1"o.c. sparing of s woad screwy to prevent the spilling of wood. st I El MULLION TYP. SILL STRIKE JAM! UTCH A DEMWIT DETAIL HINGE DETAIL A s 0" z m c4i E m cJAIsdE m 0. 6 t°sO Ze oW5o rIffid-Isl I I cnN ^ U OS 22 08 i t N.7.5. er: DWS o' rrr. LFS 3 9w ML. ` FL-8871.E ° o R 9 Of 11 4.5r 06 law 515- 7 0 Isp. Mlul Itr GLASS 3/4- Tl BITE F— GLASS I/WTEMP. AIR SPACE I ff TEMP. SWIGGLE GLAZING 24 SPACER @131LI inp4ol.0 Btam T- AMIV DESIGN PRESSURE= -,/--570PSF] LIM 7/11CGLASS BITE I'THK. GLASS I /r TEMP. AIR SPACE I IV TEMP. SWIGGL E GLAZING 24 SPACER 7/116'GIASS— — 1/2- INK. GLASSF- I /8' TEMP. AIR SPACE 1 F1 Ir TEMP. am OS 22 Of 25"STEEL =ke N.T.S. 242 INTERCEPT om or, OWS SPACER om W, LFS GlA oplaim W- GJ ml k FL—W71.6 i. 10 or " Florida Building Code Online hops://www.floridabtiilding.org/pr/pr app_dtl.aspx?param=wGEVX... 1 RegulationBusiness & Professional ra BCIS Home I Log in i user Registration 1 Hot Topics I Submit Sun -barge i Slats a Facts 1 Publicalbris FBC Stan i SCIS Ste Map I Links Search b'dv."'irajN 1 Product Approval 1 USER: Pubk user PKIII x EMgMg Annreval Menu > Product or Annfiral n aMh > &Rii;atbn tnl > AppnmtbDn Detail r FL k FL15332-R4 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingerpmiwd.com Brent Sitlinger ! bsitlinger®miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence LCOI.pd( Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/1.5.2/A440 Year 2008 I of 3 4/15/2018, 5.08 PM Florida Building Code Online https://www.noridabuildiiig.org/pr/pr_app_dtl.aspx?parain=wGEVX... , Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summaryof Products FL 0 15332. 1 -- Model, Number or Name Method i Option D 08/ 11/2017 08/ 13/2027 08/ 25/2017 10/ 10/2017 I SERIES 420 ALUMINUM SGD Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 2 ! SERIES 420 ALUMINUM SGD Limits of Use - - ------ — • • --...- - -- - -•- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332. 3 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 ALUMINUM SGD OXO 145-3/4'x80" NON - REINFORCED Installation Instructions FL3 332 i4 11 Q8,_O.O OOE.p(lf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F 15332 R4 AE 5. jQAQ 7D.pS 1F Created by independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NOW REINFORCED Installation Instructions EL. 1S3}Z_R4_11_D&-QQ W.Pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F32 R4 AE 5•}Q$0 . .pdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO - 145.3/ 4"x96" Installation Instructions F-U! 337L[t3Jl OB_Q2248C.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FI t5332_ R4 AE 51Z9G8C pdf Created by Independent Third Party: Yes TSERIES 15332. 4SERIES420ALUMINUMSGD420ALUMINUM SGD REINFORCED OX, XO, XX J REINFORCED96"x96" --- -- - - _ - - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 fl_4_Il_08=022A9C.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 FL15332 R4 AE 512969C.12df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 11411 08-02250C.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 Fl 5.332 R4 AE 512970C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No F1,1533Z_R 11 0.0_0949 .0 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:08 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVX... Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 SERIES 420 REINFORCED ALUMINUM SGD - Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8 _ 1 SERIES 43D/440 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.9 SERIES 430/440 REINFORCED a_ ALUMINUM SGD M 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 Evaluation Reports FLIS332 R4 AE 510806D.Pdff Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" Y Installation Instructions FL1r2}}j_gg 11 OB-OQ Q1E.p Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE 510800D.Qd Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"X80" NON - REINFORCED Installation Instructions FJ„1533a R_4 1 08 OOSD2E.Ildf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F L 15 33 Z_R_4-A9_ 5I0809 D. p f Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions FU 5332_ 94 11 08-00503E, Qdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FI"35.33Z_R9°tE_51.4AJIlQ,udt Created by Independent Third Party: Yes BarJt Next Contact us :: 2601 B k_$j, a road. laeahassee FL 3239g Phone, 8cp_40Z0u The State of Florldo is an AA/EEO employer. COOYdpM 2007.2013 State of Florida.:: Privacy Statement .: Accesslbkty Statement :: ReAxrd SfatrJOert Under Florida taw, emal addresses are public records. 0 you do not want your a -mall address released In response to a pubk-records re4uest, do not tend electronic mall to this entity. Instead, contact the offte by phone or b/ traditional mek r you have any questions, please contact 050.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, k:ereees licensed under Chapter 455, FS. must provide the Department with an emal address r they have one. The emals provided may be used foroReOl communication with the licensee. However emal addresses are public record. If you do not wish to $up* a personal address, please provide the Department with an email address which can be made avakable to the pubic. To determine r you are a licensee under Chapter 455, F.S., please click MM. Product Approval Accepts: U---M iG--c J Credit Card Safe 3 of 3 4/15/2018, 5:08 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. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL, EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTMEI300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO V1000 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 INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 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 6. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM SHEET NO. 1 NOTES 2 ELEVATION 3 — 9 INSTALLATI TABLE OF CONTENTS DESCRIPTION DETAILS oEsocvllon CATE vvnwEo ADDED CHARTS 03/00/12 RA. REVISED PER NEW TESTING 10/13/13 R.L. ADDED FLANGE INSTAtLATICNS 12/06/13 R.L. REVISED INSTALLATION OETMLS 08/05/15 R.L. REVISED INSTAUATION DEVILS 06/22/17 R.L. SIGNED: OW212017 MI WINDOWS AND DOORS LLCit i1LTo,,, 650 WEST MARKET STREET GRATZ. PA 17030 G E N SF S SERIES 430/440 XIX SOD 143" x 96" REINFORCEDNOTES VTAi p,OF ii• FiS` tnAwR: oxc o. xsv E F. A. 08-00503 191NA, a" 02/ 23/O9 —1 OF 9 NTS LuisR. Lomas P.E. FL No.: 62514 L. ROBERTO LOADS AE I472 WOOOFORD RO LEMVxAE. MG 2=3 434-60. 0609 AWM@*V-WP#0++ 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS ) 7' R"cOUIREO ---{{{ F 6' MAX 6' MAX r I O.C. I6' MAX 17' MAX O.C. 96' MAX FRAME XHEIGHT L 6' MAX SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS Of AND #2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 4B 1/P x 96' 2. AMIMUM D.L.O.: 44 30. x 90 508' HARDWARE SCHEDULE FLAT NW NTEO HANDLE SET (9944-145) AT 37 3r4.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (MI7.195) AT EACH ENO OF PANEL BOTTOM RAILS JMNUM 6063•76 REINFORCEMENT (66M AT ALL PANEL INTERLOCKS JMNUM 6063-TS REINFORCEMENT (4237) INTERLOCK ADAPTDR AT INTERIOR FACE OF OPERABLE PANEL MIS" Ar, tIErwpoN ATE MPRPAA A ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTING 10/15/13 RA C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION OVTAILS 05/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 I R.L. CHART /1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I Design pressure chart (PSO SNn e Panel and Total Frame "M p) From 30.0 36.0 410 47.7 9o" 1 Inoo 126.00 1 143.00 Poo rvog P027 Nag Pea Np I Pas I Moo 64.0 400 1 50.0 1 40.0 1 57.9 40.0 52.0 40.0 460 to 400 1 600 400f0.0 41.9 400 45.0 t10 40.0 59.6 400 51.7 40.0 46.1 400 42.3 KO 40.0 56.6 40.0 4.0 40.0 43.7 40.0 40.0 CHART e2 WHERE WATER INFL TRATON RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design Pressure chart (PSO Fretmall Setae Pane and Total From Vfth a) New" 36.0 fo6.00 42A 124.00 47.7 143.00 Pasoe Np Pw Np Pas Np 04.0 9 57.9 52A 52.0 46.0 46.0654.6 46.9 46.9 45.0 45.0610.7 51.7 45.1 46.1 QJ 42.3 66.0 56.6 56A 49.0 42.0 43.7 43.7 400 40.0 CNART/O Number of anchor locations required FromSn* Panel and Total Frame VWVM (n) Hood 30. 0 90. 0 36. 0 1 103.0 410 126. 0 47. 7 1 14LO HAS I Jamb I HAS I Jamb N4S JomO HaS I Jamb M. 0 a 6 7 6 6 6 9 1 6 NIAO 7 6 7 6 6 6 9 6 910 7 8 7 6 6 6 9 6 96. 0 7 6 7 6 6 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS ONWN: 11n NO. F. A. 08-00503 sass[ NTS 0"E 02/23/09 1 stir 2 OF 9 L ROBER10 t.OUAS AE, t432 WOOOWRO RD LEVASVLLE. NC PTJ2` 4. u4Tw-om Tf pr1 trMT pa.omT SIGNED. 0612212017 1R ! ( 110 yq r.''\ GENS: cP 0„ 625• t TTAA c[ ORO'l"' E js/0N'A 11G` Luis R. Lom03 P.E. FL No.: 62514 RLY190te 1/2" MIN. nv oesasvnon GATE N'PRa r EDGE DISTANCE A I ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L 1 3/8" MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. WOOD FRAMING EMBEQh1ENT 0 REVISED INSTALLATION DETAILS 08/05/13 R.L. OR 2X BUCK BY OTHERS 1 3/8" MIN. 1/4" MAX, E REVISED INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT r SHIM SPACE 10 WOOD 1/4" SHIM MAX. SPACE I 1/2" MIN., rl T INTERIOR MF- SCREW EDGE DISTANCE i n 10 WOOD SCREW IWOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11 11 INTERIOR CUGG VIWAnl.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIORANO EXTERIOR FINISHES. BY OTHERS. Nor SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 e10 WOOD SCREW 3E SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL 1000 FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" z 96" REINFORCED FRAME INSTALLATION DETAILS pPAM awo W. F.A. 1 08-00503 WA, NTS — 02/23/09 —3 OF 9 L RMERTO LLWS P.E. 14M1KOODFORD AD LEMSVILLE, NG 2=3 AN-6664M c" S1GNEO: 06/22/2017 1 J\ 5111 III r04f r,•GEN9F J1 o,.i125 •• p ; ST((A(T TE OF ; wz IORisSONAj1 caG``• Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE REVGMG REV DFSCIrNON M7E AMMVm A ADM CNARIS 03/00/12 R.L. 1/4- MAX. 8 REVISED PER NEW TESTING 10/15/13 R.L. SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. 1/4" MAX. E REVISED INSTALLATION DETAILS 06/22/17 IR.L I SHIM SPACE _ 1/2' MIN. AS OR EDGE DISTANCE INTERIOR 0 I. TRILLING I a1 0 R #10 SMS OR SELF DRILLING SCREWS i L TO BE SET IN BED OF APPROVED 4LANT METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARm. 2. PERIMETER AND JOINT SEALANT 8YOTHERS TO 8E DESIGNED IN ACCORDANCE WRH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SG0 143" x 96" REINFORCED FRAME INSTALLATION DETAILS Dr4sx: OrC r4). F.A. 08-00503 srXE NTS — 02/23/09 19W 4 OF 9 L. AM 0LOM4S RE iM r.0WF0R0 RD LEWSMI.E. NC 2M29 4m4wa+sos -sba s om SIGNED: 0612212017 v,•GENSF,IP ir• VA5'04,zF 4FS 0R10 pONA 10111111I1\ Luis R. Lamas P.E. FL No.: 62514 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 e • '• 1 1/4' MIN. EMBEDMENT 1/4- MAX. J SHIM SPACE 3/16- TAPCON EXTERIOR 76h'AKAI IVPT VERTICAL CROSS SECTION GONCRETTJMASONRY INSTALLATION INTERIOR 1 1/4' MIN. 1/4- MAX. EMBEDMENT SHIM SPACE MIN. EDGE OTSTANCE INTERIOR 1 3" MIN. ! SEPARATION •.' i 3/16- TAPCON - SILL TO BE SET IN a ' EXTERIOR A BED OF APPROVED " SEALANT CONCRETE/MASONRY BY OTHERS f 1 1/4- MIN. EMBEDMENT i" MIN. EDGE DISTANCE IMMKINS MY I DATE APaxavm A I ADDED CWIRM 03/06/12 . R.L. B REVISED PER NEW TESTING 10/15/13 R.L.. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. J If A-im JAMB INSTALLATION DETAIL OPTIONAL I BUCK CONCRET&MASONRYWSTALLATTCiN TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERfOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERY&-mR AND JOINTSEALANT8YOTNERS TO BE OESIGNEO IN ACCORDANCE WITH AS TM EV 12 SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 11CO3z/ ii650WESTMARKETSTREET GRATZ• PA 17030 0%ji J, • •' 19GENSF ,'p y 0,.62S * = SERIES A30/440 XIX SGD 143" x 96" REINFORCED m4wPFRAMEINSTALLATIONDETAILS9 • tATE Of uj- OR10aG` F.A. 08-00503 RLV E NAi//f tttt\' aAw SHMSscutNTS02/23/09 OF 9 L.R4BERTOLON14SP.E. Luis R. Lomas P.E. FM w000F•0RO RO LEYASME NC 2= FL No.: 62514 434-WI 9 Asnas®llmQep cm JfOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD - SCREW EXTERIOR 010 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN. EDGE DISTANCE MIN. EMB MENT 1/4- MAX. SHIM SPACE INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8' MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES: I. INTERIOR AND EKTERXR FINISHES, BY OTHERS, NOT SHOWN FOR CURT.: 2.Pagmi ER AND JOWrSEALANrBYOTHERS TOBE DESIGNED W ACCORDANCE WITH ASTIW E2112 REV REVISIONS OMFOION DATE APPROVED A ADDED CMWTTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS IZ/06/13 R.L. D REVISED INSTALLATION DETAILS OE/05/15 R.L. 1 3/8' MIN. 1/4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT r SHIM SPACE 1 I INTERIOR C 1/ 2' MIN. EDGE DISTANCE x 810 WOOD SCREW EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING KMOODFRAMING OR2XBUCK INSTALLATION OR 2X BUCK BY OTHERS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS awm: orc IIo, F.A. 08- 00503 so-u NTS °" E02/23/09 19W6 OF 9 L. ROWRIO LOwAS P.E. iAY MOODFORO RD LEMZSNLLE. AIC 27023 43A&18.06 s Iroov.SVMWMW..Cam SIGNED: 06122,2017 LIOM ii CEN0*. p 0, 05 ST( AATTrE OF ; w NA "* 11G\\\ Luls R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR .. _..._. 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCIUREWSTALLATION NOTES., 1. INTERIOR AND EYTERK:R FINISHES. BYOTHERS, NOT SNONN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNCD W ACCORDANCE WITH ASTM £2112 1/2" MIN. EDGE OISTANCE r 1/4' MAX. SHIM SPACE I OR 1/2" LUNG MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING l SCREWS 1 TO BE SET IN 3E0 OF ROVED SEALANT METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE REvm M RLY OESCRrTION are ArPAIOVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION OETNLS 08/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC S L 11111/1 650 WEST MARKET STREET GRATZ. PA 17030 J # GENg, 0 5SERIES430/"0 XIX SGO 143" I 96" REINFORCED FLANGE INSTALLATION DETAILS o zTATOFty 4FSs/ORIO G\?: f0NA 11N Luis R. LoM03 P.E. orc No 08-00503 E K" NTS OATE 02/23/09 9aT7 OF 9 L ROOERTOLOYASRE. Iq2 WOODFORD RD LEwISYILLE NC 2.C23 FL No.: 62514 4JU40.0609 donutOMmmw-mm 1 1/2' MIN. 1' MIN. 16v oEStNP10N 0141E AP'rlwco CONCRETE/ SEPARATION EDGE DISTANCE A ADDED CINRTS 03/06/12 R.L MASONRY BY OTHERS 8 REVISED PER NEW TESTING 10/15/13 R.L. 1 1/4' MIN 1/4" MAX. ADDED FLANGE INSTALLATIONS 12/06/0 R.L 1 1/4' MIN. EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED INSTALLATION DETAILS06/OS/15I R.L E REVISED INSTALLATION OETARS06/22/17 R. LOPTIONAL1' MIN. X BUCKEDGEiw DISTANCE INTERIOR TO BE PROPERLY MAX. SECURED NOTE 3SHEET MM SPACE•aE 1 3/ 16' TAPCON a U MIN_ SEPARATION EXTERIOR 3/16' TAPCON —\ MASONRY/ CONCRETE BY OTHERS acrAiv+nvn VERTICAL CROSS SECTION OONCRETEA" SONRY INSTALLATION INTERIOR 3/ 16' TAPCON - SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS T 1 1/4' MIN. EMBEDMENT i' MIN. EDGE DISTANCE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETElA1ASONRY 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 WITHASTM C21I? MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS MIN.. Oro wo F. A. 08-00503 s xt NTS — 02/23/09 spa S OF 9 L ROSMrO LOLNS P.E. UX WOODFORD RD LEINSVILLE. NC 27023 434- M-OS" A ftmwv.wm SIGNED: 06222017 1 J\" NL11 11 IL lo/I/i/ir,,•(, GENSyF1'•9cP TPO. O . y' siSAT DNAf..qx Luis R. Lomas P.E. FL No.: 62514 1 5/8 MIN. EDGE DIST, TRIM — INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT I BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR ` PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYvCONCRETE INTERIOR TRIM HOOK STRIP 1/2- MIN. EDGE DISTANCE 1 3/6' MIN. EMBEDMENT L d10 WOOD SCREW EXTERIOR W= PANEL INTERLOCK HOOK STRIP INSTALLATION 2.Y SUCKrW000 FRAMING METAL STRUCTURE n BY OTHERS TRIM INTERIOR HOOK STRIP FMW90HS av OESOWTON OATS A PAWE6 A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L 1/2• MIN. EDGE DISTANCE 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES. I. INTERIOR AND EXI ERIOR FINISHES. 8Y OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E21 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS OWN; oxa No. F.A. 08-00503 STAG NTS I W1E 02/23/09 19lw9 OF 9 L RMERTO LOWS AE 14M WOODFCRD RD LE WISYRLE, AG 17023 43/4894M f w=gvbw10Gaa+m SIGNED: OW2,12017 GEN,pF•P,I+% gip•, TAT SOF ke 141ONA j0aC\` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuiIding.org/pr/pi_app_411.aspx?param=wGr VX... II Business • Professional, / rlcr ism SCIS Home I tag In I user Registration { Not Topics I subnt SumhaMe I Stali B Facts I Publications I FBC start I BCIS Site Map I thks I sea-ch I Florida 041a Product Approval USER: Public user It rprr.7 v+s yry 1ltliJl Bndurt AnomyaIMan u > Ptod vt or A-l t•+n b > Amilrathn I Kt > Application Detail FL # FL15279-RS Application Type Revision Code Version 2017 Application Status Approved 1 Comments reapply 11/28/17 Archived ; .' Product Manufacturer Clopay Building Products Company Address/ Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay. com Authorized Signature Scott Hamilton shamilton@clopay. 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. I Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard year ANSI/ DASMA 108 2005 ANSI/ DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R5 Eggly 20170809 - FBC - DASMA 108 eaulv.piff FL35279 RS Foti v 2aL7±6P9 - FBC - DASMA 115 equly,edf 1 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app d(l.aspx?param=wGEVX... , Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Summary of Products Go to Page m FL-----.-- Model, Number or Name Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 16130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 0 Page 1/ 8 0 0 Description- 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate ruse _R_ C_C_AC er_w_1Lh_pr_Qo aLcaatca _pLppf of Ipspectl0_..pdf F_W27g_R_5 CSAC_w3_UsU_0_Iptertek.pd1 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1.5ZZ9A5_I"0 655-Rev 12f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 GR1SP, 002 W3-09 DSIE-IA471: GDISP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GDILP, GRILP, ARISP, EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38- --- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I ELA.527_9 RSSC-_ACeStEr with ro f of contract_and p p_ofApproved for use outside HVHZ: Yes oflpspectLon,pdf Impact Resistant: N/A FL.1.5Z72 RS C CAC W3 1 .00Q i 9Ar tL-QcJf Design Pressure: +20 PS"-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 FL15279_R5_IUQ3952_ReYQ1.,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. 3 003 W3-09 OSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min. 9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0' wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use . Certification Agency Certificate Approved for use in HVHZ: No FL15 7 RS C CAC Le er with proof of Mn tra t ond_pSg9f Approved for use outside HVHZ: Yes oLtn_spJcQo%Rdf Impact Resistant: N/A FL15279RS C CAS W3 Listing Intertek.pff Design Pressure: +20 PS"-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 FLIS279 R5 II 104175-Lke_0,,l.p4f 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-1A171: 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, SFL38, SRP38134, 135, 136,-- 6130, 6131, 6133 WINDCODE® W3 Garage Door 2 of 7 4/ 15/2018, 5:17 I'M Florida Building Code Online https://www. floridabu ilding.org/pr/pr_app_dti.aspx?param=wG EVX... Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +ZO PSF/-21 PSF ' Otherr The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, EDISC, EDILP, 4132, 2132, 6132, SFC38, MFC38 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171:9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 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 windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and goof ofInsogcUon.pd( FL15279 R5 C CAC WW3 LLr&0g Irlter,el •.Qdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F 1 79 RS 11 1QM_Q_-ReY33.Pdf 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) WINDCODE® W3 Garage Door Certification Agency Certificate Fy1$;79 RS C SAC LettCLwjth_oroQf 4LSQfilrac an .Rfpsf of fn pg5tion.pdf FLIS279 RS C CAC W3 Listino Intertek.udf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 104028-Rev0l,.odf 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.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate - - - - 274 Letter with proof-2f rynn Tact and proof Pfjf sa.eL.Um,Rfl1 FL35279 R5 C CAC W3 Listing Interte c pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FI. 15279 R5 11 1D4168-Rev0l.gS)f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 428, WINDCODE® W3 Garage Door 48B, 55S, 4RST, 6RST, 4RSF, 6RSF 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 wlndbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 8 ( 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate - Ei. i z79,5 C Cgsletter with pigQf_OLLgnLr LiAIId.11Lg4f 0f i52eC[IQO.p1tI ELI. W RSSSAC_W3_ at ng_l13W.tek.0f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions EU5279 95 11 101308-Revl2,pdJ Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL1. S'279 f; C Cj{C Leiter wh prQgf pJ O tCaSk.aAd_pr9Cf oLitimSctloi . Rdf W5279 RS C CAC M-1.1509 IRM119Il.Rdf Quality Assurance Contract Expiration Date 05/ 21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.noridabuilding.org/pr/pr_app_dtl.ospx?param=wGEVX... , meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for I &:L5 79 RS Il 101652-B-RevIj.pdf t windborne debris regions. The product without glazing DOES Verified By: lntertek Testing Services NA, Inc. icomply 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: 115279.9 1 009 W4-09 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LR AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - AMP, ED2SP, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODEO W4 Garage Door 6202_SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F.L15279 RS C_CAC Letter w th progLof 4ontract and proof Approved for use outside HVHZ: Yes of Inspection.pd( Impact Resistant: No EI-JL5Z7_9-95 C C$C_ I Lfsting_Intcltek.pdf Design Pressure: +28 PSF/-29 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 F1,152y_9_ 9S_l110: 969_B_Rev_OZ.pdf windborne debris regions. Verified By: lntertek Testing Services NA, Inc. iCreatedbyIndependentThirdParty: Evaluation Reports Created by Independent Third Party__-_-_ 15279. 10 010 W4-09 DSIU-1F172: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDPZO, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL15279 RS C CAC_Letter with proof of contract and -proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FL]5279 R5 [CAC W4 Lis[I g Inter_tPk_.Iif Design Pressure: +28 PSF/-29 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 r-L15279-R5-11_304183-Rev01 pff j windborne debris regions. The product without glazing DOES Verified 8y: lntertek Testing Services NA, Inc. i comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 16D9.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 11 1011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Rldge/ Brookstone Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No f153Z9 5 CC3C-RCteLv11t11DlOSILO COIItI3GLd0d_pf.09f Approved for use outside HVHZ: Yes of nspectlollpdf Impact Resistant: N/A FLI.527,9 R5 CCAC,N_4_Usting_Intertek.pdf Design Pressure: +28 PSF/-29 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 FL75279 R$ 11-104456-Revgl.pdf I windborne debris regions. TheproductwithoutglazingDOESVerlfiedBy: lntertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne debris iegions (ref 1609. 1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4- 09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, ZRST, GDSS, GD5SV, GR5S, GRSSV, ARSS, ARM, EDSS, ED5SV 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 budding code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODEp W4 Garage Door Certification Agency Certificate FLIS279 115 C CAC Letter with proof of contract and proof of inspection.pdF FLl527_ 9 RS C CAC W4 listingInr%jek.p0j Quality AssuranceContract Expiration Date 05/21/2028 Installation Instructions FLj527_9 R5_11 300159_B=Revj6.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: I Evaluation Reports • _. __- _ __.. __J CreatedbyIndependent ThirdParty: 4 of 7 4/ 1512018. 5:17 PM Florida Building Code Online https://www. floridabu i Id ing.org/pr/pr_app_dl l.aspx?param=wG EVX... 15279.13 1 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, I GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S1 E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, A114S, AR4L, SS4V, SL4V, AR4SV, AR4LV Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'D" wide) WINDCODEO W4 Garage Door j Limits of Use r Certification Agency Certificate Approved for use In HVHZ: No FLIS279 R5 C CAC Letter with Rto2f pU9ntract and gLW Approved for use outside HVHZ: Yes of _1spect!o_n,pdf Impact Resistant; No EL152Z9_R5_tSA_C_W_4IIs(_Igg Intertek.a Design Pressure: +25 PSF/-32 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 NO•I' meet the Impact resistant requirement for FL1527.9_R5.-11_IQ3-48L-B,ReYM.12df windborne debris regions. Verified By: Intertek Testing Services NA, Inc. 15279.14 Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 014 W4 09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R5 C (,Ar lter vrltlLproof_Qf con rasiandprggf Approved for use outside HVHZ: Yes of Ins electlon.Qjff Impact Resistant: N/A F 1 279 RS C CAC W4_ ljl ting lntertek.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 DOES NOT meet the Impact resistant requirement for I FL15279 R5 Il 103549-Rey9§,Q0f windborne debris regions. The product without glazing DOES Verified By: lntertek 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 15279.15 Created by Independent Third Party: 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) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODEO W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No t1.5Z79 R5_C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Inspection.gQf Impact Resistant: No L5279 R5C CAC W4 Ustina lntertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 I meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS 11 101481-13-Rev13.gdf windborne debris regions. Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-I1`471: GD2SP, Gallery/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) WINDCODEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F1t75279 R5 CCAC Letter with Rropf of cQ_nt Lend prOQf Approved for use outside HVHZ: Yes of ins ecp tion•pdf Impact Resistant: No FLIS279 R5 C CAC W4 Lis dng_jQtertek•Q j Design Pressure: +25.5 PSF/-25.5 PSF I Quality Assurance Contract Expiration DateOther: 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 R5 II 3040Z9.-BgeyQ5.p0j windborne debris regions. Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: t5279.17 017 W4-16 DSlEO-1F479: Double Skin Insulated EPS (exterior skin 27 ga. min.; interiorICoachman/Settlers/Affinity skin 279a. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door - - --- 5 of 4/15/2018, 5:17 PM Florida Building Code Online https:/hvww.floridabuilding.org/pr/pr app_dtl.aspx?para[n=wGEVX... Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF i Otheri 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). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, o 8201, 8203 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes 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 windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.19 019 W4-16 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. +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 whidbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 _ 020 W4-16 PAN-21`153: 73, I500 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, G115S, GR5SV, ARSS, AR5SV, EDSS, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product i meets the wind load requirements of the building code but DOES Norr meet the Impact resistant requirement for windborne debris regions. Go to Page - Certification Agency Certificate fL15279 R5_C CAC Letter witl_proof of contract and proof of Insoectlon.pdf FL15279 RS C 9AC W4 Ustlna lrltterr k•pdf Quality Assurance Contract Expiration Date 05/23/2028 Installation Instructions FI,i527,9 R5 11 0 046-Rev07•pdf 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.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate Ft.15279 R5 CCAC Letter with_prool of -contrast qnd_p-Lo_Qf of Inspection.pdf FL35279 RS C CAC W4 Llsdng Intertek.pdIF Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL35279 R5 11 104169-RevO1.pdf 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.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 160 wide) WINDCODEQ W4 Garage Door Certification Agency Certificate - l FL15279 RS_C_CAC Letter with oroof of contract and proof I o Inspectlon.pdf , i FU5279 R5 C CAC W4 Listing IntertekpdI I Quality Assurance Contract Expiration Date i 05/21/2028 Installation Instructions FU5279 R5 11 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: SINDteel Pan (rem. 25 ga.) Double Car (9'2" to 16'0" wide) CODE@) W4 Garage Door Certification Agency Certificate FL]_5Z7_9RSGC9.4.Lette>• witi pr_ools>o 11aSt_and_rpof i of ins2ettlon.Rdl ' ELISZ79 R5_C_CAC_w4 Llsting-Intertek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279R5I1_I0,1711_B_Rev t5.pd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: rl -- 0 0 Page l/ 8 0 0 Qr&4LLu5 :: 2601 Blair Stone RDed, Wahassee FL 32399 aWne: 65ajjAZ-_ Uj The State of FbrtW is on AA/EEO employer. ('ggydglli -;pq l Sld[e9LlAdQ[C, :: Prj.!KY_$s[ffiLOL :: AL 11f S ateMent :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mas address released in response to a pubaarecords request, do not send electronic 6 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVX... mail to this entity. Instead, contact the oltke by phone or by tradtbrel mal. V you have any questions, please contact 850.407.2395. *Pursuant to Section e55.275(I), Fbnda Statutes, effective October 2, 2022, licensees licensed under Chepter45S, F.S. must provide the Department with an emal address If they have one. The emals provided maybe used for ofRclal toommunlratbn with the licensee. However email addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine d you area licensee under Chapter 455, FS., please click lmm. Product Approval Accepts: 0 Etat Credit Card Sale 7 of 7 4115/2018, 5:17 PM I SHEET I of 2 1 OPTO M CIAZWG MAY BE STANDARD OR IMPACT RESISTANT C AZING. SEE SECTION B-B TON OUNI.S. UK%. STANMIA SIZE a 42-1/2'.16•. IMPACT SNIP UP JOINTS. OAtfl.' f171f •.®-...6 fi1•a YAAAII(= wW6C fIADO C 114T •.'.Y6 0 470 A1.pm I ssP 1/ OENSITI' POLYSTWIEW SCAM WSUUTIONK1afOWN! t-S/16' I1HICf WTI11 NMl IN0tCEl1 yam SKNO QMLATED moms OKY) 26 CA ION. CAW. STEEL SIGN WITH A GWED-ON PRIMER. e, nn r.a amR r.rt AND A EMNED-ON POLYESTER a Lmn >. Y TOP COAT APPLIED TO BOTH ISELM SM OF STEEL SION. SEE SHEET Two FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B'; TRACK AND JAMB DETAILS. zww-_ oavml: wm wepwe A P.0 rb f •t1a Y P® •a 4mi .PO.Y •• 1u.rW .o AIpY s® 4•lA .1t»A• A >K 1.A•. N [ Y Y[ YOYO YP• Ofi w Y m-pp Is •a A1a•IC 0 a q waAO aw x.1 own0 aAOOaoa tl a1Cu.11ad w . 4s•A1m N, c-- c ac A wort er 17 e v s Clopay MPC: PAN TMTc. 1/3/97 6011 Building Products w'S°''soH01aH 43ow Ot 1A' ^' .1Ac r ,...,.. , . (Su) 770-40o0 ---- — 3' TALL U-OAR SECTION A -A (a110EWTN- 20 G CALV. STEEL MW. MOLD STRENCTN. 30 16I 2' THICK r 12 Ca CALV. STEEL TOP ROLLER 8RACIIET. EACH BRACKET A ETAL 13 CA CAM ROLLER RWCi. H IONGC FASTENED TO Elm ES WITH (4) /14.3/6' ET METAL SI;Rm Am (4) 3/4' SELF TAPPING REWS. SEE VIEW V. 3• TALL . 20 GA. OAW. STEEL U-SARS W A 2-1-2-1 PATIETW 08. TWO U-BARS ON BOTTOM SEcnm ONE U-W ON NEXT SECTION. ERG). EACH U-BAR ATTACKED WITH (2) 1/4'.3/4' SELF TAPPING SCREINS PER STLE LOCATION. CAM STEEL BOTTOM BRACT. HED WITHH (2) I14.3/6• SHEET METAL SCREWS. UM EXTRUSION NNTL WEATHERSTWP OESICN LOADS: 424.0 PSF • -24-S PSF TEST LOA0$: -36.0 PSF ! -37.0 PSF VODAQ AMnAG 11AZ 1 sm W 4 16'0'W s 16'0* H 1tsa In. CLASSIC AND CH RP STEEL PAN OOIMLE-CAC 16'W 424/-24.3 PSF BwA 1•Aocw 101711 eC Ls N.a Doss ma cma t . Cr . v arc rG. eu aw Lrar ue afOe a Nnp6 1../r onon ws m m uo T1, n 1t9l 1* h Am Y61 .!r IWGDO Sw.R mm-m R. 00 w .Am lGO 410, of _ am OCR NNO. 7.A•a1• f4K M00 ONR m m• m (lowA .Ot G1000. UKwaIR /Ym tit/ wQ .W ell a' 1NO r1 IN P t/i1Y wm "m OA tr Comm CLAM A m amc= a r Aoaoa la o Il/eLO, 1• sA..Nvoa sawm eN trmn 1 M h 4 Q IsaalO W t 0u .Or newt m Neil . wloNaeaANARwRWTaA.= TV seI LOO. Gmy. Ra A Del. tM-1.1. A lep® Im mtv I01150.1 LUt ALw a MAstD a 004 ^JON= RolOM Alp/a W/ m/O/W06 RX ASV may w R eR am NNQ r30 lNIaOC a 00 am gm Oo00 au so me am- lw aLr. auMafM. Lam NOL sum I IMPACT RESISTANT ASSEMBLY DETAILS IONAVAPSO101711-A SECTION B-B (IMPACT -RESISTANT GLAZING OPTIONi aa v Wow amawm auwl.aa wN evD TR iNrr /wa •0.A mm lugm / elect oNrev ee Np. N;lpe.1[ evYa I4Lm K Iaae eN mm (wI w . aIL• INII We l -W even WTa w tN SANOARO ASSEMBLY DEWS DRAWINO 10171 1-B molt IeNe Nr am Lame aN WMK XWAC . mm ew NOT mom a WAMM ow r~49mu Nr Nw< b a.ato Naam4mem Ie y.• aN ltD afE1r. vllM¢ >A, nr OO I .Ltle L116 AaAML OrIl7MLt Aalac O .4LtAMQ Oa Oa U-M V MIOIO WS N{iaC N NQ eo1 at.Ar ne past am asomy mm N LpRNr4 wm na mjamn M l Lao Maxwom lR OF mNa ILALWpom 0D= Oa NIIOrATd.l lm iepl otMFT' cams O.00 OCT. COW= N rw-/W • SHEET 2 OF 2 iroen• w evv ICI R GL C" wz Dw a as wwM. Z7. z%r, a ILa40t IeIOOIt 1.4 wx CeN rmwILNo fQI/twre even. 1No W' Lw wKn r n LLAIL m Rd am evAa RN on OReTsT.e 1lOL flIDI I¢ M Omar A M ev.aeNc WOrML OOi0a7 a.0 L M Vr F yNV= ON NL OwOpW O110N00006 /a. MWa M IMMtm mAWNee0LIMS3: =A— aw + EVER IEIA Clopay ng Products w° saN01a+ s sovOwn.. (IN770- r000 g 4 THE DOOR OI E"m DOES NOT AFFECT 711E MIND TOLD R41MC OF TI5 DOOR. wm swula (TO am r Nu oeva Are s.ea u a CRY am toe evcwcr. lIM Tp BRACKET O:f gap .afDO ow AMPeM OdI t101@g1OIL W yU•.1_ 1 iPIm ue ScKn TRACK E m? l' aw ra" WmD @ AO WT. a1/r. 11 a IL mwc oev. Oel.omL) Tom OWCHM Pal SL MET as r RLL eiiaOe'rc n l Otl• WLt• irm cut.w p OWL Nor p0m rt1°icm r Im NO evt ORAL • @a0. DESIGN LOADS: +24.0 PSF ! -2/5 PSF TEST LOADS: +3&0 PSF k -37.0 PSF v ao uTTNc L® T PAN-2F153 W 4 I e otiv . 1 e o•H 1/3/07 Cum" O. CLASSIC MO CH RP STEEL PAN OOuBLE-CAR, 16.11 + 24/-24.3 PSF n PC I70Nro1G tNQtr'• Mww B 101711 Iec Florida Building Code Online https://www.(loridabuilding.org/pr/pr app_dtl.aspx?paranl=wGEVX... Regulation rt caram r ac o BCLS Home 1 log In I User Reglstratbn I Hot Tor*3 1 SutrmR Surcharge I Stats & Facts I publications I FBC slag I Bets sRe Map I links I search a Product Approvalr0UER:pubfc USer Ar• it1/•• LQQH(L&R Mg_ Menu > P_rQthtcr-brApplrplgn Search > Applt&tk LLAL% > Application Detail r FL # FL17499-R3 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/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 Ml Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlingerOmiwd.com Brent Sitlinger bsidinger@mlwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA S06 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/1.S.2/A440 Method 1 Option A Year 2011 2008 2011 I of 4 4/13 2018, 7:05 AM , Florida Building Code Online htips://www. noridabuildiiig.org/pr/pr_opp_(It l.aspx?pitram=wG EVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/15/2038 01/21/2018 Summary of Products FL it Model, Number or Name - Description — — 17499.1 — - 1 185 SH - - - - +-, 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No F 1 422-JI3 C CAC MI WIn11Q-wA - 185 SI•L(Fln) Impact Approved for use outside HVHZ: Yes (.i),pd( Impact Resistant. Yes I FLUA29 R3 C CAC MI Wino-Qw-5 - 185 sH (Fin)_ISnQ c(5) Design Pressure: +55/-S5 QQ_ng,Qgf Other: R-PG55', Missile Level D, Wind Zone 3. Glass to be F4174.99 R3 C CA1_M1 Windows —185 SH ( 14.ngg) ImQalzibeddedInPecora896sealant. (31.Qdf FLl _29 R3 C G(_ I)YIn Qiys - 185 SH (Flange) Irrloq 4)_Pdf Quality Assurance Contract Expiration Date 10/27/2018 Installation Instructions FLjZ49j_R3_jLQB_g 4 B Q.Qf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321B--.pot Created by Independent Third Party: Yes -_- 17499.2 1 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 17499.3 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60" 17499.4-- L185 SH - - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60' Certification Agency Certificate - - - FL17499 R3 C CAC APC(1336,E1726.01.-109_47-RO 185 SH(FL wJ i)_pdr iL17499 R3 C CAC MI Windows - 1.5 SH IBM. 0J.M 1lf 117499 R3 C CAC MI WJpdows - 18S SH (Fin) (Z2),pdf FLIZ45!9 R3 C CA_C M Windows - 185 SIB Flang=) i.Q1p f 1 Quality Assurance Contract Expiration Date 30/08/2018 Installation Instructions FL1Z499 R3 II 08-02542E pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 512327B-4.pdf I Created by Independent Third Party: Yes - -- 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL1749 qi q_pC(2 {Z3)E172Q.91-199-1Z-Rq_185 5UfLG w E[).Qslf F 174 2R3_C r_Ml win-jgLL_(F!n)-(,pd( FL174Q9 R3 C. CAC M1_Windows - 185 SH (Fjp)_(14). f FL17499 R3 C CAC_h(I Windows 18L5j1 (Flanag) 11).pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions i FL17499 R3 11 08-0255Q0,pdfVerifiedBy: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FII-7499 R3 AE 513328E-5.pdf Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung- - Certification Agency Certificate F1.17499 R3 C CAC A& - 462.01-109-47-Rf) 185 -d Q425Z2),Qdf Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions 2 of 4/13/2018, 7:05 AM Florida Building Code Online https://www.Floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGCVX... . 17499.5 1185 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. FU 7499R3 11 O8w03163.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17Q99R3-A1 51408?,pdf Created by Independent Third Party: Yes 152x72 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC_M1 Windows - 185 5h-( I r pact Z).gof FL174 3CCAC MI Windows - 185 SH fFin) Impa_q FL17_ 4 R3 C UC MI Wmdow_s - ]8$H_t n e)I St 2)_pdf FL174,99 R3_UC MI Windows _ 185 SH fFl g Impact L5).pdj Quality Assurance Contract Expiration Date 10/ 10/2018 Installation Instructions FU7499 R3 Il Qi-W544B_l.pdj Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL174Q2 R3 AE 5.3320B-1.pdf Created by Independent Third Party: Yes 17499.6— - 1 185 SH - _ —_ 52x84 Fin/Flange Frame IG/SG Single Hung - Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F417499_R3GS LC_APCU3362) A7-Z5..U1_109.4h _195 Approved for use outside HVHZ: Yes SH() I,G_warverl5_1 8A 52 1-SX84 R60(1999.1.8)_Rdf Impact Resistant: No FL37499 R3C CAC 11_W-.Indows - 185-5 H(F-0_( 9j.pdf Design Pressure: +60/-60 FLi7499-g3 C US l1 Wln 18,SJi[FiP}121,pdf Other: R-PG60 i FLi7499R3 C C_AC MI Wlndrnvs - i85-,14 (Flanoel to% -if 17499.7 `185 Triple SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other. R-PG50' 117499.8 185 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 Quality Assurance Contract Expiration Date 110/0912018 Installation Instructions FU7499 R3 II OB_0.?54G13 pdF Verified By: Luis R Lomas PE 62514 { Created by Independent Third Party: Yes Evaluation Reports FLI7Q99 R3AF_513_220-2epdf Created by Independent Third Party Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Certification Agency Certificate - FL17499 R3_C,gC_M Win o_ws_1 5aH_TLip1(ER) 3},pdf FL1749,9_R3_r_C_AC` I Windows - 1D5 5H TMp a Fln 4hQdf. FL17499 R3-C-CACLh Ly )n-c!q 5_ls5 I r'p-le-(flaD-q-e) 3).pdf fL12-499—R3_C_CAC_MI WlndoWs=l85 SFRiple (F DngC) 0111--Qf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3_II_0.4-- 59.8B..p_df Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports F_L17_499--R3-AC 5133Z98y pdf Created by independent Third Party: Yes 306x72 Fin Frame IG/SG Single Hung ID5x72 Flange Frame IG/SG Single Hung Certification Agency Certificate FLLZ4_99 R3 C CAC_MI Windows - 85 SH'IWli (FLn) 3),p9f FL17499-R3 C CAC1.11 Winduws_,05 SIi TWIn (Fin gl.pdf17. FL499_B3CCSC Ml Wi _ gBrZ$H Twirl{FIAr g 0),pdr 3 of 4 4/ 13/2018, 7:05 AM Florida Building Code Online liltps://www.floridabuiIdins.org/pr/pr app dtI.aspx?param=wGEVX... j fL4,7499 R3_ C C6C MI WlnLlgyvs—H Twin (F14!?9g1 I Quality Assurance Contract Expiration Date 1 10/20/2018 Installation Instructions iFL17499R31108.025478-7.pf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL17422fif_ @E-513 238-7 pdf Created by Independent Third Party: Yes aagk Neat Cemact Us :: 2601 9Arr Slone Road. Tarahaitee FL 323Q9 phone, 850.497-1e24 The Slate of Florida Is an AA/EEA empbyer. Codvrlohl 2007-2013 SMIJQf AK" :: :: ACCesS(bdKyj1MLVMM ;: Refund Statemen[ Under Florpa law, emar addresses are pubic records. 0 you do not want your a-mal address rebated In response to a public -records request, do not send electronic mad to this entity. Instead, contact the ofte by phone or by traditional man. U you have ant questions, please contact 850.487.1395. • Pursuant to Section 455. 275(1), FbrWe Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deportment with an emad address Ifthey hdve one. The emalls provided may be used for of lel communication with the licensee. However eman addresses are public record. If you do not wsh to supply a personal address, please provide the Department with an emad address which can be made wadable to the public. To determine d you are a licensee under Chapter 455, F.S., please lick ntt. Product Approval Accepts: nSm. Credit Card Safe 4 of 4/13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS 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 CPTIONAL 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 SUCH THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SWILL 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 APPUCABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM L- REQUIRED FOR THIS PROCLICT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOC FRAMING OR 2X BUCK USE f8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/ a" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I ary I ocsc" Tom I DATE I APPRMW 1 A REVISED ANCHOR SPACING & CHARTS 1 07/11/16 R.L. B REVISED CUSS 1 10/02/1T R.L. 15. FOR ANCHORING THROUGH FRAME INTO W000 FRAMING OR 2X BUCK USE R 10 Y1000 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 WArH SUFFICIENT LENGTH rO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITA 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS CR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I& ALL FASTENERS TO BE CORRCSION RESISTANT. 19, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WTrH ANCHOR MAUUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE %AINIMUM STRENGTH SPECIFIED BELOW A. WOOD: MINIMUM SPECIFIC GRAVITY OF 6=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Frn=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY=33KS1/F1J=52KSI OR ALUMINUM 6063-TS FU-30KSI .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO DESCRIPTION t INOTES 2 - 3 ELEVATIONS a - 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI WINDOWS ANDDOORS, LLC RIIl o 650T MARKET STREET J\51GRATZ. PA 17030-0370 v,•GENSF •JI N CO/5 #= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT y7/k5NOTES0 TAT OF i'`F;(0RIQT:G`• DRAW oNc>+o. alv OS B ONA 11E N Luis R. Lomas P.E. FL No.: 62514 s vl NTS o.1E 12/29/ 14 slrca 49 Of 11 L ROWRTO LOK4S RE 143$ WOW ORO RD LEK4SVA.LE AC 271127 434-W41 y , 52' MAX FRAME WIDTH 2' MAX 16' MAX O.C. --1 F- 2' MA LI IL 16" MAX 0 `/ O.C. IL MAX 1 RAME FF HEIGHT / HE X 1I i 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR NEW DESIGNER EXTERIOR NEW 5Z- MAX FRAME W107H — 2" MAX 16" MAX O.C. 2' L 16' MAX O / O.C. j 2' T— LAX AME iGH7 At n U 1 I REVISIONS REV OESCRwl'= MTE A-PROWD A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 2' MAX 8 RRtiED GLASS 10/02/17 R.I. CHART All Number of anchor locations required Framo Frame Width in Heigh 18.00 24.00 30.00 36.00.00 48.00 2.00 in) Hood Jamb Head Jamb Head Jamb Head Ja Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 42,00 2 4 3 4 3 4 3 4 4 4 e 4 46.00 2 4 3 4 3 4 3 4 4 4 4 4 S4Ao 2 5 3 5 3 5 3 5 4 5 4 5 E0.00 2 5 3 5 3 5 3 5 4 5 4 5 86.00 2 5 3 5 3 5 3 5 4 5 4 5 72.00 2 6 3 6 3 6 3 61 6 4 6 4 6 FLANGE 6 FINLESS INSTALLATION RANGE d FINLESS INSTALLATION SEE CHART 01 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART Ml FOR SMALLER UNITS REOU/RED ANCHORS DESIGN PRESSURE RATING IMPACT R4TlNG t60.0PSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51' x 36". 2. MAXIMUM SASH O.L.O.. 47 5/8" X 32 1/2'. 3. MAXIMUM FIXED O.L.O.: 49 3/8' X 32 1/2". HARDWARES K AT B' FROM i BALANCE AT MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES F85 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON -IMPACT FLANGE & FINLESS ELEVATIONS N.G. 1 08-02549 sr uE NTS — 12/29/ 1 a 1-2 OF 11 L. ROSMTOLOU4S PE 1432 RA7OOF0RD RO LCMVXM AC 2702J Q ,SM-0509 1emispat +omemm SIGNED. 1211412017 JA' •E yq 'fifir, \G NSa1` •iS o ; S7(ATE OFCe E` :'4OR10 ` 11111111` Luis R. Lomas P.E. FL No.: 62514 52- MAX FRAME WIDTH 2" MAX 10' MAX C.C. 10" 52' MAX FRAME WIDTH 2" MAX Y MAX F —}- 10' MAX O.C. --I 2' MAX o 'I o MAXTO.C O.C. I MAX I I I 1 72 72' MAX MAX FRAME I FRAME HEIGHT I HEIGHT 4 Q X I x III REvep" OCSCRWTnV I are I AP MIM REWSE0 ANCHOR SP•C1NG d: CHARTS 07/11/16 R L REVLSEO GLASS 10/02/17 1 R.I. CHART #2 Number o/ anchor locations required Frame Frame Width in Height on) 18.00 H 6 S Jamb 24.00 H 6 S Jamb 30LOO H d S Jamb 56.00 H i S Jamb 42.00 H 6 S lamb 1 48.00 H i S Jams 52.00 H 6 S Jamb 24.00 3 J 1 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 31111.00 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 4&00 3 5 3 6 4 6 5 6 5 6 6 6 6 6 UOO 3 6 3 6 4 6 5 6 5 6 6 a 6 6 Oil= 3 7 3 7 4 7 5 7 5 7 6 7 6 7 00.00 3 8 3 8 4 8 5 6 5 8 6 8 6 6 72.00 3 8 3 8 4 1 5 8 5 8 6 1 8 1 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VISV FW INSTALLATION FINWSTALLATION SEE CHART 11 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 02 FOR SMALLER LW/TS REOUIREO ANCHORS OESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE INOTES: 1. MAXIMUM SASH SIZE: 51' X 36". 2. MAXIMUM SASH O.L.O.: 47 5/8" X 32 1/2. 3. MAXIMUM FIXED O.L.O.: 49 3/8- X 32 i/2'. METAL SWEEP LOCK AT 6' FROM EACH ENO INTERIOR BLOCK AND TACKLE BALANCE AT JAMBS SIGNED: 1211412017 Ml LLCWINDOWSANDDOORS,STREET 65000IRETJ\5111 1Iii'0 9. GRATZ, PA 17030-0370 GEHy 41' 5 * = VTTASERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 7 E NON - IMPACT ELEVATIONS o / vFIN pOFF•: c[0R%Dt' N owlet: o.1c.o Lo 08 9 11E G\ nas P FL No.: Luis R. Lomas.E. srxL NTS o"'t 12/29/ 1 d s'¢a539 Of 11 L. ROBERTO LOMAS PE 1472 W000FOW RO LEWISVXLE. NC 2X27 4} 14w-09 rmm#l&n= r =" Re"sn"s 1/2" MIN REV CESCRIP1gN 041E A - EDGE DISTANCE REVISED ANCHOR SPACING do CNARIS 0//11/18 R.L WOOD FRAMING 1 0 REVISED GLASS 10/02/17 1 R.L. OR 2X BUCK BY OTHERS I 1 1/4' MIN EMBEDMENT BACKER ROE) do APPROVED 1/4- MAX. SEALANT SHIM SPACE 1 MIN. I I III J I O WOOD SCREW EMBEDEDMENT INTERIOR 1 1/2' MIN EDGE DISTANCE t0 WOOD stRzv WOOD FRAMING OR 2X BUCK EXTERIOR BY orHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO 6C SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4- MAX, SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES• 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WINN ASTM E2112 1/4' MAX. SHIM SPACE INTERIOR BACKER ROD k APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION SIGNED: 1211412017 MI S AND LLC aE1 l0615N0WEMARKETSTRET GRATZ. PA 17030-0370 J g 0 5SERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON -IMPACT a t` FLANGE INSTALLATION DETAILS tO,• TAT OF ii•FS' :c<0RI'D GiF ` DRAW oac No. R v 08 02 49 a S1ONA'lEa Luis R. Lomas P.E. FL NO.: 62514 s ALE o.rENTS 12/29/14 4 OF it LRMAII10LOW4SP.E. 14M w000FORD RD LSMSVJLLE MC 27M 4s4•eae4w artuo bnnr;or.mm 1 /2" MIN EDGE DISTANCE MC I STRUCTU BY OTHE APPROVED SEALANT 1/4• MAX. SHIM SPACE REY O[SCRIP110>+ OrtC I APPROVED r RCnSEO MCMOR SPACING a CHARTS 07/11/16 jft,L I 8 I ROASCO GLASS 1 10/02/17 R,L. 1/4" MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW 110 SMS OR INTERIORINTERIORSELFDRILLING SCREWS 1 MIN. EDGE DISTANCE J 1-- EXTERIOR METAL EXTERIOR STRUCTURE BACKER RODI3YOTHERShAPPROVED SEALANT I JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALL4TION I. 9wl SILL TO BE ST IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4' MAX. F SHIM SPACE MET— SIGNED: 1211412017 STRUCTURE BY OTHERS MI WINDOWS AND DOORS, LLC 11111I11/I,,, 650 WEST MARKET STREET J\S 04f9 i GRATZ. PA 17030-0370 FVERTICALCROSSSECTION ME TALS TRUC TURE INS TA LLA TION SERIES 185 ALUMINUM SINGLE HUNG WINDOW Oy6125 # 52" X 72" NON —IMPACT Nr FLANGE INSTALLATION DETAILS O; STATE OF ;` NOTES: OR vn: owD ra. REV iiP lf' 1. INTERIORANDEXTERIORByOTHERS, N.G. 08 B j,S/ONA11\\\ WN FORCLARITK2.PERIMETER AND JOINTSEALANT8YOTNERST08EALE a sa 549 NTS 12/ 29/14 5 OF 11 DESIGNED IN ACCORDANCE WITH ASTM E2112 L R08ERrO LAMAS RE Luis R. Lomas P.E. N72 V0000FOROROLEMSVILLEN0270P9No.: 6251 a Ay-M a"FL CONCRETE/MASONRY BY OTHERS OPTIONAL I X BUCK SEE NOTES 3 — 7 SHEET I BACKER ROD APPROVED SEALANT 2 1/2" MIN. EDGE DISTANCE a 1 1/4- MIN. a EMBEDMENT I -? 1 1/4' MAX. J SHIM SPACE 3/16" TAPCON RK'I$'ON$ GESCRFrION WE I APPRNED REVISED ANCHOR SPACING do CWRTS 07/11/16 R.I. REVISED CLASS 10/02/17 RL. 1 1/4" MIN. =•--• 1 EMBEDMENT CONCRETE/MASONRY C. SHIMSHHIM SPPAACEBYOTHERS v 3/16• TAPCON t• a I INTERIOR 2 1/2• 1 IIMIN. EDGE a DISTANCE EXTERIOR BACKER ROD APPROVED C TIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL CONCRETE4414SONRY INSTALLATION SILL TO BE SET NOTES: IN A BED OF 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. BACKER ROD APPROVED NOT SHOWN FOR CLARITY: APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT SEALANT DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 1211412017 OPTIONAL IX BUCK 1/4- MAX. MI WINDOWS AND DOORS, LLCSEENOTE S4t ; SHIM SPACE 650 WEST MARKET STREET s R L04f GRA T Z, PA 17030-0370 G E N ST 9tp CONCRETE/MASONRY BY OTHERS SERIES i 85 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT 0y6125 # 1( t1t — FLANGE INSTALLATION DETAILS p' TATt OF M. DRAWN- owc .a REv 01M. e a 06G. B SCALE NTS °O` 12/29/1! 69 OF 11 VERTICAL CROSS SECTION CONCRETE41lASONRYINSTACunON LROBERTOLOWASPE 1 VVOOOFM R Luis R. Lomas P.E. 3dCom FL No.: 62514 WOOD FRAMING OR ZX BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN EDGE DISTANCE 1/4" MAX, HIM SPACE 010 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/a- MAX. E SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TOSS DESIGNED IN ACCORDANCE WITH ASTAI E2112 1 1/4- MIN EMBEDMENT 1 1/2' MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISONS REV OESCRtPMN LATE I PPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L 3 REVISED CUSS 10/02/17 R.L. 1/4- MAX SHIM SPACE INTERIOR EXTERIOR BACKER ROD 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 N.G. 1 08-02549 SrXE NTS pAT' 12/29/1 a s1¢Er 7 OF 11 L RMRT0 LOIUS P.E. I H000FOR0 RO LEH9t wu_c Sc 27027 u-M-MS *kmwemm SIGNED: 12/14/2017 S O, Bp51. 13 1 * = TAttTOF F sa tpa nF•: ORIOP• i/ sjs'ONAi1 G` Luls R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2• MIN EDGE DISTANCE 1/4- MAX, SHIM SPACE Rl1751o.Y5 OESCRVf10n wr. I APPROVED RENSI:O ANCSOR SPACING R CHARTS 07/11/18 R.L. REVISED GLASS 1 10/02/17 ILL. 1/4• MAX. SHIM SPAC= 010 SMS OR 41 ISELFDRILLING010SMSOR INTERIORSCREWSELFDRILLING INTERIOR SCREWS MIN. I EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE A APPROVED EXTERIOR BY OTHERS SEALANT I I III JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT k APPROVED SEALANT i/4' MAX. F SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINLSHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI WINDOWS DDODLLC 1111f esoMARKET STREET S C0// EAf 9'p GRATZ. PA 17030-0370 r 0„ 6125 # SERIES185A! UMINUM SINGLE HUNG WINDOW 5 FINLESS INSTALLATION DETAILS TAT OF F•' o(ORIaP' t: oRa,r oro o. Rtv 08 02549 B LUIS R. Lomas P.E. FLNO.: 6 a51 d sN TUTS are 12/29/14 8 OF it L AMERTO LCMAS PE 14M WO DFORD RD LEWISVILM AC Y7G79 qr 6eeaso9 r0yr fR111cpa cam 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a 1 a n I 1 1/4" MIN. OPTIONAL IX BUCK ' ° EMBEDMENT SEE NOTES 3 - 7 SHEET 1 11 1/4" MAX J BACKER ROD SHIM SPACE h APPROVED SEALANT 3/ 16" TAPCON 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE i i OESCR1Ptom OA7E APPR6VE0 REVISED ARCROR SPACING .t CtIARTS 07/11/16 I R.L. REVISED GLASS 10/02/17 RA. OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET I 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRE7&MASONAY 1NSTALLAT ION r- SILL TO BE SET PACKER R00 APPROVED IN A BED OF APPROVED NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS. SEALANT STRUCTURAL SEALANT NOT SHOWN FOR CLARnY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL IX BUCK 1/4• MAX DESIGNEDWACCORDANCE WITH ASTA1E2112 SIGNED: 12/14/2017 SEENOTE3 - 7 r SHIM SPACE SHEETtI- MI WINDOWS AND DOORS, LLC xx1111111I//l, CONCRETE/ MASONRY 1 650 WESTSTREET vJ` S GENS9U; BY OTHERS GRATZ, PA 17 30 0370 F• 4SERIES 185 ALUMINUM SINGLE HUNG WINDOW 5° 52" X 72" NON—IMPACT°Q gAi FINLESSINSTALLATIONDETAILSOF oR RR. vtc ao. Rtv i•PjP 0110" 08- QOE2 544/, IVAL EN VERTICALCROSSSECTIONahNTS12/29/14 9 OF 17 11111111 CONCRETEIMASONRYINSTALLATION L. RMRO LCU4S P.E. 1422" 000FORO RO LEINIML_ PC 77t128 Luis R. Lomas P.E. FL No.: 62574 43d- 1-01S09 'awNsvblomtta p=0 APPROVED SEA.ANT BEHIND FIN 7/16• MIN EDGE DISTANCE 7/16 MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4• MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4• MAX. 1 SHIM SPACE T J8 WOOD SCREW VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS so:rs DESOW110N are A?PRa£D REVISED ANCHOR SPACING h CHORTS 07/11/16 R L REVISED GLASS 10/02/17 R.L i I/4- MIN. EMBEDMENT T1 APPROVED SEALANT BEHIND FIN 7/1S' MIN _ EDGE DISTANCE 1/4" VAX r SHIM SPACE Q8 WOOD SCREW INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION NOTES: i /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 INACCORDANICE WITH ASTM E2112 SIGNED: 1211412017 MI WINDOWS NDD00,! LC 11TIIIC/ O WOOD 650MARKET STREET GRATZ. PA 17030-0370 5 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW p t = 52" X 72" NON —IMPACT OF w_ FIN INSTALLATION DETAILS 900,• TAT owu'N• AB0249ow swcNis aE 12/29/14 u1C£ 10 OF 11 L ROBEM U)KAS RE Luis R. Lomas P.E. 14=WCOCOR D AD LEWISV4.LE NG=23 FL No.: 62514 i 2 3/16" t3/1 FLANGE FRAME HEAD CM•I850I ALUMINUM 6063-T5.050' THICK 2 5/ 16' -I I J_ FLANGE FRAME SILL CM• I&S02 ALUMINUM 6063-TS 455' THICK 1 5/8' 1 LIT LOCK RAIUSTILE CM-16505 ALUMINUM 6063-175.062' THICK 1 q GLAZING BEAD C* 18535 RIGID PVC .050' THICK 1 7/8- 2 3I/ 16' 70-1 i FLANGE FRAME JAMB CM-165W ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-16554 ALUMINUM 6063-175.055' THICK 1 1 7/16" I 2 5I/ 16- L l, SASH BOTTOM RAIL CM-1655s ALUMINUM 6063-IS. 050' TMCK 15/l0" T— SASH STILE CM-18507 ALUMINUM 6053-T5.050' THICK 2 3/ 16" --{ 1 1 5/t6- 1 FINLESS FRAME HEAD CM-16553 ALUM7NUM6063175.050' THICK 2 3/,6 L 1 7- FINLESS FRAME JAMB CM•18513 ALUMINUM 6067•T5.050-THICK 2 5/ 16" —I 2 1 16" --1 3 3/4" 2 5/16" 1 — L FIN FRAME SILL FIN FRAME HEAD CM-18509 CM•18506 ALUMINUM 60045.055'THICK ALUMINUM 6063-T$.0.S0'THICK 2" L MEETING RAIL CM• 185W ALUMINUM 6063-T5.05S THICK 2 3/8- Li r 2 3/16 I FIN FRAME JAMB CM-16510 ALUMINUM 606345 050' THICK oESCMPTCN WE I APPRINO REVISED AN NOR SPACING !t G: +BATS 07/1 i/16 R.L. RCVISCD GLASS 10/02/ 17 R L. 5/8" 1/8' .INN. 1/8' ANN. 1 I 1/11" ANN, 090 PVB BY KURARAY EXTERIOR I I METAL REINFORCED BUTYL SPACER INTERIOR 1/2" SITE SILICONE fl SEALANT fl SEITTIING BLOCKf II GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG wIN00W 52" X 72" NON -IMPACT COMPONENTS. DIAVIN. ONL v0. N.G. 08-02549 saa NTS I OATE 12/29/14 ISMEET 11 OF 11 L. ROBERTO LOINS P.E 14M NVOOFORO RO LEKISVI.L PC 27021 4 9.6854 I9 abmwc* m SIGNED: 1211412017 0 AE QP • F''cLORIOP • ? Sjs/ONA 110 G\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online hlips://www.floridabuilding.org/pr/pi app_dtl.aspx?parain=wGEVX... WPAPTnICHT PA' Y Professional Regulation rarmr BCIS Home I Log In User Registration 1 Hot Topts I Submit SurCharpe I Stats a FaaS Publications FBC Stag SCLS Site Map I Links Search Florida Product Approvaldr0USER: PublIC User I.l,rlti P.rgOuCt ARamy mu > Rodml or Amlr Ilon SSjMb > 8pQk8UWLLW > Apptptbn Oetall FL A 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 Ml Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bslNinger®mlwd.com Authorized Signature Brent Sithnger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/1.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A I oF3 4/13/2018, 7:21 AM Florida Building Code Online https://www.Floridabuilding.org/pr/pr_app dtl.aspx?patam=wGEVX... , Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15349.1 - - j 185 PW 03/26/2018 03/26/2018 03/27/2018 Description 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL75349 R10 C CAC-APC 12786,12787.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/03/2023 Design Pressure: +60/-60 Installation Instructions Other: CW-PG60 LL15349-i-k10 II-08-02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by independent Third Party: Yes Evaluation Reports FL15349 R10 AE 5131248.pdf Created by independent Third Party: Yes 15349.2 185 PW 1 159 x 541fiple CHS Insulated Glass - — Limits of Use I Certification Agency Certificate i Approved for use in HVHZ: No I FL15349 RIO C CAC APC 15350.pdfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 101/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R10 II 08 02949.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 RIO AE 513783.pdf Created by Independent Third Party: Yes 15349.3 185 PW Impact — 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15349 R10 C CAC APC 15454.p f 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 FL15349 R10 11 08-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed 10.100 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 FL15A9 R10 AE 513782.pdf Created by Independent Third Party: Yes 15349.4 185 PW Impact --I} 159 x 54 THple CHS Insulated Laminated Glass Limits of Use I certification Agency Certificate Approved for use in HVHZ: No ' FL15349 R30 C CAC_APC 8272.pdf Approved for use outside HVHZ: Yes 1 FL35349 R10 C CAC APC 8273.pclf Impact Resistant: Yes Quality Assurance Contract Expiration Date j Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" annealed LL15349 R10 1I 08-01614B.pdf 0.090 Solutla PVB / 3/32" annealed. Glass was bedded In Verified By: Luis Roberto Lomas 62514 I Pecora 896 silicone with 5/8" glass bite. I Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10 AE 512278B.pdf Created by Independent Third Party: Yes 15349.5_ ]85 PW Impact — - 96 x 60 Insulated Laminated Glass_- -- _- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 RIO C CAC APC 7962.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R10 II 08=01613B.pdF consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.300 Solutia Saflex HP / 5/32" annealed. Glass Created try Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports i 2 of 3 4/13/2018. 7:21 AM PJorida Building Code Online https://www. floridahuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... l i Created by Independent Third Party: Yes J eat- Neal Contact US:: Z60 Blair Stone Itoad, Talahassee FL 32399 Phone: 850•a87-182a The State or Fbrda a an AA/ri0 employer. Cover oflet2f107.2013 State of Fbrua.:: Prt acv Slatem IK :: AtCe55blkv Statement Refund Statement Under Florida law, email addresses are Public records. V you do not want your a -mall address released in response to a pubic-reoords request, do not send electronic mall to this entity. Instead, contact the offk:e try phone or by traditional mall. it you have any questions, please contact 050.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 45S, F.S. must provide the Department with an emal address If they have one. The entails provided may be used for official communication win the licensee. However email addresses are pubic record. U you do rot wish to supply a personal address, Please provide the Department win an emal address whKh can be made available to the public. To determine P you are a licensee under Chapter 455, F.S., please tick MM. Product Approval Accepts: L2yRME 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 REOUIREUENTS 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 RESPONSIBILTTY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-I/2' OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBIUTY 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. WINO 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. Revlvars OESCAil10N QUE I •PPROOM REVSED INSTALLATION OETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/15 R.L 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 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 TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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. 0. METAL STRUCTURE: STEEL 18GA (.048) FYa33KS1/FU-52KSI OR ALUMINUM 6063-T5 FU-30KSI .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. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 11/1WO16 MI WINDOWS AND DOORS, LLC AAAA11111r11, 650 W. MARKET ST. J\? R • L O4/, FGRATZ, PA 17030 GENa J'G SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT PAY45OFNOTESp-.4 Lv i'O4c•S:(OR10?' Gc CROW. Dirt w. AEV 08-02357 B z*//'ONA E \S' LU13 R. Lomaa P.E. FL No.: 62514 srr c a eNTS 09/03/14 1 OF 12 L ROHERTO LR/.IS P.E 1A.V KCWFV.W R0 LETNSVRIE NC 2=1 6' MAX 72 1/2' MAX FRAME WIDTH i----r 18' MAX O.C. 6' MAX fl REWSIONS OATION are NnavEO TOTES: A OREVISEDINSTALLATIONETNIS 06/01/15 R.L. r. MAXlMUMO.LO.: 6934 X68Y4' 8 REVISED NAME AND ADDRESS 10/27/16 R.L. L CHART01 Number o7 anchors requlmd (Without rigid fillers) MAX O.C. Pnm• F,=*width (Inl Neighl Mo J4.00 34.00 42.00 4L00 51.00 60.00 1 K00 TL60 in) N73 mb HIslumb, Has Jame Has mb Has mb Has mb Has mb Has mb Ha3 Jamb 24M 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 moo 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 71 1/2" J600 2 3 z 3 3 3 3 3 3 3 4 3 4 3 S 3 S 3 MAX 4LOO 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 e 3 FRAME 4L00 2 3 2 3 3 3 3 J 3 4 3 S 3 0 S 6 3 HEIGHT soao 2 4 2 4 3 4 3 4 3 1 4 4 5 4 e 4 l 60.66 2 z 3 3 s 3 s s s s e s 7 s t16.00 2 4 z 4 3 5 3 5 3 0 4 6 5 6 0 e r 6 71JO 2 5 2 S 3 5 3 6 7 e 4 7 5 7 8 T 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW s 1 & 12 FOR NUMBER OF EXTERIOR VIEW CHART02 ANCHORS REQUIRED Number or anchors required (with rigid fillers) 72 1 / 2' MAX FRAME WIDTH Fr4m• Frttm0 width (in) 6' MAX 18" MAX O.C. light 24.00 J000 JL00 42.00 1 4L00 1 $4.00 1 40.00 1 Saw 7L50 6" MAX in) HAS Armb Na5 P@Mb Has iamb Na5 lab Na5 Jambi Ha4 Jamb Has Jambi HaS MM6 Ha9 jamb 21.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 2 5 2 JR00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 6" JL00 IL00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 323z333SJ334343435FL4.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 64.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 a S 4 60.Oo 2 4 2 4 3 4 3 3 4 4 4 4 4 4 5 4 71 1/2-18' 6L00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 MAX MAX 71.50 2 5 2 S 3 5 3 S 3 S 4 5 4 5 4 5 S 5 TO.C. 1— SEE SHEETS 4.7 FOR 06TALLATION DETAILS HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW B 1 & 12 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RA TING IMPACT RATING 60.OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72' NON —IMPACT FLANGE do FINLESS ELEVATION & CHARTS OROM owc M0. J.L. 08-02357 m= NTS I a`iE 09/03/14 1 s w 2 OF 12 L. RWER70 LOWAS P.E. 14W. 14=FDW RD /EWSVILIE. NO 2AW 4J4486.0609 hn4mercom SIGNED: 11/15a016 5G E NS* . 0, F ' 4Mp O'. OF''O(ORIOP • '\ Luis R. Lomas P.E. FL No.: 62514 71 A FT HE 6' MAX I 72 1/2- MAX FRAME WIDTH 18' MAX O.C. L 18" j MAX O.C. T— 1/2. IAX AME GMT j 6" MAX REFER TO CHART #3 J SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTFRIORVIEW ANCHORS REQUIRED MAX FRAME WIDTH P, 1/2- 8"MAX O.C. —{ 6"MAX JrTj MAX O.C. 71 1/2- MAX jFRAME HEIGHT 1 tEFER TO CHART 03 -- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f60.0PSF NONE NOTES: 1. AlAMMUMO.L.O.' 69y4'X68y41 RLY6 N5 RLV 0E90WnM DATE I Avpmw A nmsw IHSTAL(Anou OETNLS 06/01/15 R.L- 8 IRMCD NAME AND AOORESS 10/27/16 R.L CHART A Number of anchors required ola Installation) F7m114 Remo wkIlh ()n) wi6M Moo 0.00 34.00 4200 4&00 64.00 60.00 6600 T3.So llnl Nay Jamb HAS itoobi N6Sism* Hss Iravel HaS Jamb N65 iamb H6S Jame, Na5 mb Nss Jamb 24.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 30.90 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 36.00 3 3 3 3 3 3 4 3 4 3 4 3 6 3 5 3 6 3 4ZW 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 484V 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 SAW 3 4 3 4 3 4 4 4 4 4 4 4 s 4 5 4 a 4 0a00 3 5 3 5 3 5 4 5 4 6 4 5 s 5 5 5 6 5 6a.00 3 5 3 3 3 5 4 5 4 5 4 5 s 5 5 5 6 5 71.50 3 0 3 6 3 6 1 4 1 6 4 6 4 6 5 1 4 5 6 6 0 SEE SHEETS FOR MTALLA77ON OETAILS 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 ORWW. OIeC tab. J.L. 08-02357 sic NTS 09/03/14 1 "M3 OF 12 L AMMO LOURS P.E 4= INOODFORD RO LE1t0SVXU. AC 27M SIGNED: 11/15l20T 6 11 10 0 51 TATE OF a— v = y ' 'o(ORIOP•' IVACE Lui3 R. Loma3 P.E. FL No.: 62514 1/2` MIN. EDGE DISTANCE WOOD 1FRAMING 1/4- MIN. METAL OR 2X BUCK I EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 1/ BACKER ROD SHIM SPACE BACKER ROD APPROVED 3 APPROVED SEALANT SEALANT p10 w000 SCREW EXTERIOR - EXTERIOR urIcnwn p10 WOOD SCREW BACKER ROD RIGID FILLER BACKER ROD — 8L APPROVED 1/4' MAX. do APPROVED SEALANT r SHIM SPACE SEALANT WOOD FRMAIVG I LAIN METAL OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS 1 /2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMWG OR 2X BUCK INSTALLATION 3/4" MIN EDGE DISTANCE 1 /4' MAY" SHIM SPACE p10 sus OR SELF DRILLING SCREW INTERIOR pi0 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. SHIM SPACE d IF I }/a' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REV 9CSCRFnON 00c MMtJKO A REVISED INSIALLATIOu DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FWLSHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 1/4" MIN. 1/4 MAX. 1/4' MAX. EMBEDMENT F SHIN SPACE F SHIM SPACE T- T 1/2' MIN. 3/4' MIN. INTERIOR SIGNED: 11/15/2016EDGEDISTANCE INTERIOR EDGE DISTANCE I I1 MI WINDOWS AND DOORS, LLC 11111111/// 650 W. MARKET 5T. \5 a. L 0/ 10 W000 pi0 SAlS OR GRATZ. PA 17030.\GENS SCREW / SELF DRILLING _ SCREWS SERIES 185 ALUMINUM FIXED WINDOW *V-TWiroFWOODFRAMINGEXTERIOREXTERIOR 73" X 72" NON —IMPACTOR2XBUCKIAETALFINLESSINSTALLATIONDETAILSWITHOUTFILLERS3YOTHERSBACKERRODSTRUCTUREBACKERRODG• ' do APPROVED BY OTHERS do APPROVED"" p`D 10 i cA`S F<ORIOP SEALMR SEALANT Lwlc OB-02R357 B jr JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL • NTS 09/03/ i 4 4 OF 12 WOOD FRAMING OR2XBUCK WSTALLATION METAL STRUCTURE INSTALLATION L.ROSERTOLOMASP.B Luis R. Lomcs P.E. 09 r 11,} 2 WCODFORO RO LEWISVILLE AY. 1702J FL No.: mcs lN- wv xmsplhamv&cwr WMIONS REv DESCRtPTON 64TC •PPROAD 2 1/2" MIN. A gCMED WSTALLATICN DETAILS 06/01/15 R.L. EDGE DISIANCE 8 iENSEO !TAME MO ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHER r 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT CPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET I a . BACKED R00 I I 1 4 MAX. CONCP.ET BY OTHERS 1/4• MAX. 8 APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 - 7 S.IEcI 1 3/10" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16' TAPCON BACKER ROD 14 APPROVED SEALANT 1/4- MAX. 2 1/2" OPTIONAL 1X BUCK r SHIM SPACE MIN. SEE NOTE 3 - 7 1 EDGE EXTERIORSHEETIDISTANCE i BACKER ROD CONCRETE/MASONRY 6Y OTHERS 3 1 1/4" MIN. E,uNOVEO a+ 4 EMBEDMENT JAMB INSTALLATION DETAIL CONCRET& ASONRYINSTALLATION a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY M/STALLATION SIGNED: 111152016 NOTES, MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 J\S L 1f9 v,•\\GEN49 0 5SERIES185ALUMINUMFIXEDWINDOW 1.lN7EA/ORAND EXTERIOR FINISHES. 8YOTHERS, CL NOTSHOWNFORAAI7Y2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F2112 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS 0' jq = 10, TAT OF Q, 0 < 4 ORAM, Svc 08- 02357 e SULE aft satr NTS09/03/14 5 Of I2 Luis R. Lomcs P.E. FL No.: 6251d L. ROBERTO tdt4,S RE 14Mw000/ VROROLEWISVUE,AC27m 43& W-0= rmaal*bmma =m 1/7.- MIN. EDGE DISTANCE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK EMBEDMENT BY OTHERS BACKER ROD SHIM SPACE k APPROVED SEALANT RIGID FILLER 010 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD k AP?ROVED 1/4" MAX SEALANT SHIM SPACE WOOD FRAMING 1 1/4' M;N. OR 2X BUCK OTHERS EMBEDMENT I1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE T— RIGID FILLER 1/2 MIN, EDGE DISTANCE INTERIOR I10 WOOD SCREW WOOD FRAMING EXTERIOR OR ZX BUCK 2Y OTHERS BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL. STRUCTURE BY OTHERS BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD - k APPROVED SEALANT METAL STRUCTURE BY OTHERS y MIN EDGEE DISTANCE 1/4' MILX r SHIM SPACE TI RIGID FILLER f10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RK ID FILLER 1/4' MAX. SHIM SPACE d d 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE I1 RIGID FILLER 3/4' MIN. EDGE DISTANCE INTERIOR g10 SMs OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS k APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION a-Hs as PLY O[SC11PiroR ,>hr APPROVED A RME0 S*TALLAT10N DETAILS 06/01/15 R.L. B 1 REVISED NAME AND A70RCSS 10/27/16 R,L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLA;IfM 2. PERIMETER AND JOINT SEALANT BY OTHERS To BE DESIGNED IN ACCORDANCE WITH ASTM Ell 12 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS oawsr aw fro. atv J.L. 08-02357 B sx•_ NTS re 09/03/14 1 sKr-S6 OF 12 L ROBERTO 1.0144E RE 1132 WOODFORD RV LEWMV44E NC Z7= 43&6w-owg maris064mwe am SIGNED: 1111512016 IC/0 C, NSF 0fT'Ar0_F_ J' 0 F .k Luis R. Lo=s P.E. FL No.: 62514 REvslc:Is r OtsCIrMN 001 .-PROVED 2 1/2- MIN. A REVISED 1NSTALLATICN OEfAILS 06/01/15 AL EDGE DISTANCE 9 REWSFO NAME AND ACORESS 10/27/16 R.L. CONCRETE/MASONRY 8Y OTHERS 4 . •) i 1 1/4" MIN. . e • • a 1 1/4" MIN. EMBEDMENT OPTIONAL 1X SUCK I EMBEDMENT SEE NOTES3 - 7 SHEET 1 I1 a CONCRETE/MASONRY BACKER ROO 1/4' MAX. J BY OTHERS i/4" MAX. APPROVED SHIM SPACE SHIN SPACE SEALANT I v OPTIONAL IX SUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERII3/16" TAPCON c EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16' iAPCON BACKER ROD APPROVED RIGID FILLER SEALANT i /4' MAX. 2 1 /2" OPTIONAL IX SUCK r SHIM SPACE MIN. SEE NOTE 3 - 7 1 EDGE SHEET i L EXTERIORXTERIOR ICONCRETE/MASCNRY BACKER ROD BY OTHERS e I 1 1/4' MIN. SEALANT 4 IJ• ' EMBEDMENT JAMB INSTALLATION DETAIL J • Ia CONCRET&MASONRYINSTALLATMAI 2 i/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&AUSONRY INSTALLATION SIGNED: 1111512016 MI WINO DOORS, LLC R I1 IooWwMNOXETST.\``\ C, IrPA17030DENSp1; NOTES' GRAT2. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SERIES 185 ALUMINUM FIXED WINDOW NOT SHOWN FOR CLARITY. 73" X 72" NON-IMPACT 2PER1ME7ERANOJOIMSEABYOTNERST08E WITH FILLERS gyp4TAii'077tf OFS16MEO IN ACCORDANCE W" ASTU E2112 1NLESS INSTALLATION DETAILS RIGID iO i' o• I0R%'Dt" oR en• Oxc :w. aLv 08 57 8 ii/S1910NA Fl1G\N snit are sMta r1TS 09/03/14 7 OF 12 L ROSERM I ONAS P.E. I=YMWFORDRDLCWSVXLE NOV023 Luis R. Lomas P.E. FL No.: 62514 4lu-MIXi09cm 1/2' MIN EDGE DISTANCE WOOD FRAMING 1 1 4' MIN. METAL 3/4" MIN EOCE DISTANCE0 6T cR EMBEDMENT STRUCTURE QBYOTHERS 1/4' MAX. j SHIM, SPACE BACKER ROD 3c J APPROVED SEALANT SHIM SPACE BACKER & BEHIND FLANGE APPROVED SEALANT B10 WOOD SCREW BEHIND FLANGE f10 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR f 10 WOOD SCREW SELF DRILLING SCREe' BACKER ROD & RIGID FILLER BACKER ROD & RIGID FELLER APPROVED SEALANT 1/4" MAX. APPROVED SEALAh•T BEHIND FLANGE r SHIM SPACE BEHIND FLANGE 1/4' MAX 1 1 SHIM SPACE W000 FRAMING j 1 1/a MIN' METAL OR 2X BUCK BY OTHERS ttl EMBEDMENT STRUCTURE BY OTHERS T1 3/4' MIN I F- 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4- AIIN. i/d' MAX, EMBEDMENT FSHIM SPACE T— 1 I/2" MIN. / 3/4, MIN. DGE OI.FANC INTERIOR EDGE DISTANCE 10 WOOD / I I 10 SMS OR SCREW SELr DRILLING SCREWS WOOD FRAMING OR 2X SUCK EXTERIOR METAL BY OTHERS BACKER ROD & APPROVED SEALANT BYRUCTUREOTHERS BEHIND FRINGE JAMB INSTALLATION DETAIL WOOD FR4MWG OR 2X BUCKWSTALLA7TON QLM9015 RLV OESCMi ON O M I MM-ED A REVISED INSTALLATION DETAILS 06/01/15 R.L 3 REVLSEC NAME AND ADDRESS IO/77/16 I R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWW FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OES/GNED IN ACCORDANCE W77H ASTM E2112 1 /4" MAX, SHIM SPACE INTERIOR SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 1tiII1iIII/// 650 W. MARKET ST, J\? R LGRATZ, PA 17030 GENSF9J1 S_RIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT 0,.6125 EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS AO••4TAT_F OF BACKER ROD & DRAB: ow c 00. - i1'o;t.l ORMt G``: ip ELANGE B08--87BEHINDsaL: NTS pA7C 09/03/14 OF 12 JAMB INSTALLATION DETAIL L ROBER7OLOMAS P.E. Luis R. Lomos P.E. METAL STRUCTURE INSTALLA710N IUZNOODFORORDLEMSVXLEHC270PJ FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROO Zc APPROVED SEALANT BEHIND FLANGE EXTERIOR EACKER ROD dL - APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS 2 1 /2" M!N. EDGE DISTANCE I 1/4' MAX. SHIM SPACE 3/16" TAPCON INTERIOR 3/16" TAPCON FtLVSVMS FEY DESCRIPTION 047f APPROVED A REVISED INSTALLATION DenAn-s 06/01/15 R.L. B REVISED NAME ANO ADDRESS 10/27/16 R.L. 1 1/4" MIN. I I /a' MIN. EMBEDMENT EMBEDMENT I1 0 CONCRETE/MASONRY BY OTHERS t_ 1/4' MAX. SHIM SPACE OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET I 3/16" TAPCON 1/4" MAX. r S1"IM SPACE I 4 1 1/4' MIN. a• EMBEDMENT 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&W SONRY I NSTALLATION! 2 1/2' MIN. EDGE DISTANCE I NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETERAND JOINT SEALANT BY OTHERS TO BE DESIGNED IV ACCORDANCE WITH ASTM E2112 a INTERIOR I• a. EXTERIOR BACKER RCO de APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEJMASCNRY INSTALLATION 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 WITHOUT FILLERS ORAN% DRG NO. F J.L. 1 08-02357 sc*E NTS I w'E-09/03/14 —79 OF 12 L ROGERTO LOH4S P E. 14W IV000FOR0 RD LEIMSVItE. AC 270M 43d4Wl0 D9 .can SIGNED: 1111512016 01111111. 111 1 I I.. p fAfP OF4 : FZORO" Luis R. Lomas P.E. FL No.: 52514 WOOD FRAMING OR 2X BUCK BY OTHERS 84CKER ROD & APPROVED SEALANT 3EHIND FLANGE 1/2" MIN. t EDGE DISTANCE 1 1/4- MIN. EMBEDMENT I a 1/4- MAX. SHIM SPACE RICID FILLER 10 WOOD SCREW F 3/4" MIN METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4- MAX. SHIM SPACE CIO FILLER 10 SMS OR ELF DRILLING REIv EXTERIOR EXTERIOR INTERIOR INTERIOR p0 SMS OR 010 WOOD SCREW SELF DRILLING SCREW SACKER R00 k RIGID FILLERSACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIIA SPACE BEHIND FLANGE 1/4- MAX j SHIM SPACE WOOD FRAMING 1 1/a" MIN. METAL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS I 3/ 4" MIN 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTUREINSTALLITKNJ WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 114" MAX. EMBEDMENT i SHIM SPACE T T- r RIGID FILLER 1/2" MIN / 3/4- MIN. EDGE DISTANC \ INTERIOR EDGE DISTANCE I K10 WOOD - / r/ 1 110 SMS OR SCREW SELF DRILLING SCREWS WOOD FR4N.ING OR 2X SUCK EXTERIOR METAL BY OTHERS BACKER ROD & APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER REV o:sCRIPIOM GATE MPR7l_0 A REVISED INSTALLATION OCIAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 RL. NOTES. I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CL4RITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: I III 1016 DOORS, LLCMIWINDOWS MARKETOW. GRATZ. PA 17030 R Mill/// ENT 9(p f*• SERIES185ALUMINUM. FIXED WINDOW 73" X 72" NON-IMPACTq= EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS OTATE OF ; BACKER ROO & FLANGE SEA NT BEH APPROVED i' c•• LORIOP iFii' • • ... G ORGAN, ac N0, 08- 0 2357 REV sc GA>E NTS09/03/14 10 OF 12 JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLITION Luis R. Lomas P.E. FL No.: 62514 L. ROBERTOLOI AS P.E. IAWKT700FOAOROLEENBV4. EE,NC27= 4V- 6w4 m 4bm"pr4imaq>..com CONCRETE/MASCNRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET I BACKER ROD do APPROVED SEALANT BEHIND FLANGE EXTERIOR PACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE 4 1 1/4• MIN. e 4• 1 EMBEDMENT ME I r I 1 1/4" MIN EMBEDMENT c CONCRETE/MASONRY 1/4 MAX. J BY OTHERS .1 1/4- MAX. SHIM SPACE •a SHIM SPACE CPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLER SHEET I 3/16" TAPCON a INTERIOR 3/16" TAPCON 1 , Q INTERIOR k4 3/I6- TAPCON RIGID FILLER 1/4" MAX. I SHIM SPACE FI 1 1/4" MIN. a a EMBEDMENT 4 2 1/2 MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEUASONRY INSTALLATION FiNSIORs RLY O(SCRPrgN DATE APPRCtf11 REVISED INSTALLA710N DETAILS 06/01/15 IRL 3 REVISED NAME AND ADDRESS 1 10/27/16 1 R.L 2 t/2" MIN. v EDGE DISTANCE EXTERIOR IBACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMS INSTALLATION DETAIL CONCRET EMASONRY M7ALLATION NOTES- 1, INTERIOR AND EXTERIOR FINRSHES, BYOTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM 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 CROW. UN'G :la. RE1 J.L. 1 08-02357 8 K`Lc NTS are 09/03/14 'v"E' 11 OF 12 L ROBERTO LOUASP.E. 14W WOODFORD RO LEWISVRlE. ABC 27= 4vU- MOW9 1601r*5644ma+P..=M SIGNED: 1111512016 5 R1 11L o0 /i,, i GENS• giP 0,,61251 it p•TTAAf OF Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN i 1/a' MIN. EMBEDMENT 16 W000 WOOD SCREW tiAMINC 1 3Y OTriERS 1/4' MAX. I SHIM SPACE WOOS FRAMING " MAX 3/8" MIN ERS I SHIM SP EDGE DISTANCE I p6 WOOD INTERIORSCREW INTERIOR 1 EXTERIOR M 1/4" MAX 1 INI t SHI! SPACE i 3/8- MIN j EDGE DISTANCE IY6 WOOD / a00D SCREW FRAMING J/ APPROVED 1 1/4' MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION W000 FRAMING OR 2X SUCKWSTALLATION 1 1/4' IMIN. EMBEDMENT APPROVED SEALANT 1 v BEHIND FIN EXTERIOR 3/8- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REWSONS RED' oTsCRIPTON D II: I APPROVO A RE\9SE0 INSIAUAIION OETAILS 06/01/IS R.I. 8 I REVISED NAME AN0 ADDRESS 10/27/16 R.I. NOTES. I. WIERM AND EXTERIOR FW/SHES, BY OTHERS. NOTSHOWN FOR CLARfM 2. PERIMETER AND JOWT SEALANT BYOTNERS TO BE DESIGNED W ACC 0ROANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS Duww OWG NO. J.L. 08-02357 s^xL NTS I-E 09/03/14 1 -ar 12 OF 12 L R02ERT0 L014L5 P.E fW 14000I0R0 RD CEMS14 LE. AC 7= sJU406 = ntarus®Hmc L*:M SIGNED: 1111512016 ft. I ILro pOF ; i0 p zOR10"'• Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?par,iin=wGEVX... Business & Professional Regulation liraa r r ia m SCIS Home I top In I User Registration I Hot Topts I Submit Surcharge 1 Stots a Fads I FvbkoWns I FBC Stag I BCIS Site Map i Links I Search I i Florida Product Approvalr ®USER: public Userdc," vstBDptvvYZen4 > R1AlStor_DDPSi1IpD fieaR > 8DAWupn Tat > Approtion Devi" FLff FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer MI Windows and Doors Address/Phone/Email 650 west Market Street Gratz, PA 17030 717)365-3300 Ext2560 bslllinger@miwd.com Authorized Signature Brent Sidinger bsitlinger@miwd.com Techrilcal Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R. Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate or Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received F4L.353 R3 COI FLCOI.p9f Standard AAMA 450 Year 2010 1 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?parain=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 Summary of Products - IFL it I Model, Number or Name 115353.1 15764 Limits of Use- - -- - -- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A j Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". Description - - Horizontal Aluminum Mullion Installation Instructions FL3 $ 353_R3-1Io8_Qx.4A0Udf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI5353 R3 AE 512072B.Di11 Created by Independent Third Party: Yes 115353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F.1.153i3_8 IL98 A19320.D11( Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion W5353 R3 AE 5120638 W span: 83" I Created by Independent Third Party: Yes 15353.3 5765 I Horizontal Aluminum Mullion Limits of Use I Installation Instructions Approved for use In HVHZ: No I FLIS353 R3 11 08-01.449B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: YesIDesignPressure. N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion ELIM53J33-AE-31X73s,nd1 span: 156-3/8" I Created by Independent Third Party: Yes 15353.4 15765 Vertical Aluminum Mullion -•_—_ _.._._ .... _----. Limits of Use Installation Instructions Approved for use In MVHZ: No FLIS353 R3 lI 08-014408.QQ Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512064B.pdf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Limits of Use - -- _ • ---.-------- _ 1 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 length - 83". -- 15353.6 - CM-18520 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A 1 Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" --- -- -- — I Vertical Aluminum Mullion Installation Instructions FL15353 R2 II Q8- 1442B.ggr Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EI.15353 R3 AE 5120665,ad Created by Independent Third Party: Yes - — - Horizontal Aluminum Mullion Installation Instructions FLI5353 R3 11 08-01451B.W Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports L1US353R3AE512075B.odf Created by Independent Third Party: Yes 15353.7 1 CM-18523 Horizontal Aluminum Mullion 2 of 3 4/ 13/20 18, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parrlm=wCEVX... 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" span - 104-1/4". 15353_8 -- i 1 CM-18531_- 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". span - 83" 15353.9 CM-18532 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" span - 156.3/8" 15353.10 _ i CM-18533 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". span: 83" L15353.11 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: 52-1/8" x 84". span: 156-3/8". Installation Instructions FL13353 R3 U 08_01452B.p f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 51207&E!.pdF Created by Independent Third Party: Yes Vertical Aluminum Mullion _ Installation Instructions FL35353 R3 it 0@_01443 .pf( Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 5120 df Created by Independent Third Party: Yes Horizontal Aluminum Mullionr-_ Installation Instructions FL55353 R3 11 Q$_0L953B•p_df Verified By: Luis R Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports Max mullion FLIS35A R3 AE 51207 B.Ddf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions F-L) 5353 R3_t! 20 4L,4QB_.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353_R3RE_WQ6.88,Rdf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions Ej5353 R3 11. 08-014548.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FLU353 R3 I6_5.LZQ.7BB.pAf Created by Independent Third Party: Yes Bad. Hest DOD O= :: 2601 Of11L519m Road_ 7arahaSwe FL 32399 Q(fp f)50-1a7-IOjS The Slate or Florida ban ANEEO employer. LgM(,rlQht 2007.2013 Stalf l)f EjRj= : • fjtLSy Statement :: &%•ssbilLy 5 eM= :: Rehmd State IM, Under Florida law, *mar addresses are public records. If you do not want your a -mar address released in response to a public-rewrds request, do not send electmnt mail to this entity. Instead, contact the office by phone or by traditional mat IF you have any questions, please contact 050.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees kensed under Chapter 4S5, F.S. must provide the Department with an emal address r they have one. The emalb provided may be used for oRcblicensee.lcommunicationwiththelicensee. However email addresses are public retard. U you do not wish to supply a personal address, please provide the Department with an emall address which can be made evallable to the Public. To determine r you are a licensee under Chapter 455, F.S., please click LKR,. Product Approval Accepts: i xs' Credit Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES: i) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REOUIREMENTS OF TIIE FLORIDA BUILDING CODE 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO 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 THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=i.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 S) DESIGN PRESSURE AND INSTALLATION OETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 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 14ULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGU 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 APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR 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 PRODUCT IN STEP 2. AU11JON RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 REV I GESCM nON w1E APPROVED A I REVISED 1NSTAUA110N DETAILS 06/10/15 R.l 1 9 1 REVISED ANCHORING NOTES h INSTL OCT 1 06/07/17 1 R L. 1 ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS 54OWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 TIIREADS 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 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 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, 1'PE 1 (OR GREATER). 0. METAL STRUCTURE -STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE 110 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION, WALL. LOCATE SCREWS 6" FROM EACH MULLION ENO AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS i NO. DESCRIPTION . 1 NOTES V.L. 2 CONFIGURATIONS AND DP CHART SCkE NTS 3 INSTALLATION DETAILS G rAU0ANP4TS SIGNED: 10113W 17 MI WINDOWS AND DOORS, LLC TLLLIIrIIr/, R 0419ei 650 WEST MARKET STREET GRATZ. PA 17030-0370 J\5 v GEMS ter• ,cP 1r• 0 1f = 5764 - VERTICAL MULLION 53" MULLION SPAN 1TAGENERALNOTES0FeFO ORIOQ: 06-014 B S10MALLt?\\\` Luis R. Lomas P.E. FL No.: 62516 wa 01/11/12 ' 19 OF d LJWWRTOI.OMAsoe 1AVWOODFI7RORDLEWISVla.AC27W 434a511-WO Abmw@klomA m mm 107 ttt--- --- COMBIV' jEjD WIDTH I W1 W2 IIIII 83' FRAME HEIGHT E71LWINDOW MULLION SPAN) L 107 3/8- COMBINED WIDTH V/1 W2 107 3/8' COMBINED WIDTH Ir wl w2-{ T I 93" FRAME OOW HEIGHT WINDOW MULLICN SPAN) ! ` 1_ 33" WINDOW FRAME HEIGHT MNOO WIC SP.4N) N w1 -4-- wz 107 3/8' COMBINED WIDTH Desklut aressum retina (OsA Mullion n (in) Tributary 18.13 2150 width (in) 30.00 4L00 4&W 5L13 25.00 120.0 120.0 120.0 1207 120.0 120.0 37.38 120.0 120.0 120.0 120. 0 120. 0 120.0 49.63 120.0 98.3 81.2 76.9 75.2 75.1 GZW 71.0 512 39.7 35.9 33.4 32.3 45.63 59.6 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 21.8 19.9 1&0 84 tV f 2& 1 20.3 URGE AND SMALL MISSILE IMPACT. LEVEL 0. WWO ZONE 3 DIMENSIONS IN CHARTARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8' COMBINED WIDTH W2WlW2 - FRAME LIN WINDOW HEIGHT MULLION SPAN) ( ` F,1to7 3/e' COMBINED WIDTH I--W2q FRAME WINDOW iiQJ HEIGHT WINDOW [ % / MULLION SPAN) ! / L wt -{ W2 107 3/8' COMBINED WIDTH I W, I DESCRIPTION I oa.1E I APPROVED A REVISED INSTA ATION OCrAU 06/10/15 R.L. I 8WmE0MCHORINGNOTESkINSTLOET. 06/07/17 1 R.L. F_ 107 3/8' COMBINED WIDTH WT - 1i W2 83' J ! WINDOW J FRAME WINDOW HEIGHT1MULLION / SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT erCEED 1073trAS SHOWN HEREIN. Design pressure rating (PsO wkh reber Mullion pen On) 18.13 25.50 butary width 1 XW 42.00 In 48. 00 52.13 25. 00 120.0 120.0 120.0 120.0 12MO 120.0 37. 38 120.0 120.0 120. 0 120.0 120.0 120.0 49. 63 120.0 98.3 81.2 76.9 75.2 75.1 62. W 95.2 70.0 53.3 481 4716 4a4 65. 63 80.0 58.6 44.2 39.7 36.7 35.3 72. 00 60.3 43.9 32.8 29.2 2Fi7 25.5 94. 00 37.7 27.3 20.1 17.7 16.0 151 LARGE AND SMALL MISSILE IMPACT, LEVEL 0. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE. W 1 4- W2 107 3/8" COMBINED WIDTH Nil WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRAZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS ORARN: I am 90. V. L. 08-01439 SC& C NTS o.rz 01/11/12 --2 OF L. R06ERrO LOWS P.E. AN 41000PW RO LEWSIMLE AC 27023 4N. 6ee4W dWn&s9Ybnas;aomn SIGNED: IOIIWO17 ICI., r,• v GENSF FiP TAT OF Z a pNAj1E G•r\`` Luis R. Lomas P.E. FL No.: 62514 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MIN. EMBEDMENT 1/4- ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL RCBAR U J MULLIONMULIOLLION MIG00022 CLIP III I II B10 WOOD SCREW I1 1 3/8- MIN. EMBEDMENT WOOD FRAMING/ 1/EOGEL BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. RE4GMS OMMION DATE I APPROlM REVISED INSTALLATION DETAILS `I 06/10/13 R.L. REVISED ANCHORING NOTES & INSTL DET. 05/07/17 R.L. MT000022 CLIP r ---- I]- T # 10 SMS OR i t SELF DRILLING SCREW METAL 1/2' MIN. STRUCTURE EDGE L 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 OR"* ORO n0. V.L. 08-01439 sc'u NTS JoArc 01/11/12 s"M3 OF 4 L RO8ERTOLONASPE I4w 14000WR0 RD LEWISVD.L& NC 27w a449<40 `fWtn*#bMn=aro SIGNED: 10/13/2017 011111111111IIL C4•qfp T/ATE OF ; O• F :IORO"' Luis R. Lomas P.E. FL No.: 62514 REYWNS 3.26REV ZIESCRIXIOM DATE APPROr O t' A REVISED INSTALLATION DETAILS 06/10/15 R.L. 1. 375" B I REVISED ANCHORING NOTES & INSTL OCT. 06/07/17 R.L. 0. 625" T 1, 3.250" I 4.000" O I 3.750" 1 1.000' C.37 5- MT000022CLIP16GA ( = 7 GAL VANIZED STEEL 0.422" r SEE NOTE 2 A J. THIS SHEET 2. 032" 2.875' I— 2.140" I I E33. 750 0. 843' 2 1.125" .189" T— I t. 0 0" 0.37 SECT5796CL1P 2x o0210" SECT5764 MULLION I FOR CONCRETE INSTALLATIOVN ALUMINUM 6005- IS. 125' THICK 1— ALUMINUM 606J-T5.125' THICK I 0. 8d3" . T— 2x 90 210' I -- O.bEB" E! Ift= 1. 562' F i 1. 1. 53t" SIGNED: 1011312017 RF- 1852REBAR SECT5796 CLIP MI WINDOWS AND DOORS, LLC 11111U1)/ 15GA( 062)GALVAN/ZEDSTEEL FOR WOW FRAMWGWSTALL1710N 650 WEST MARKET STREETR'• L0 11,//i ALUMINUM600-TS.125"THICx y GRATZ, PA 17030-0370 r• GENS s 5764 - VERTICAL MULLION '*• 0 5 *= 83" MULLION SPAN -v7 k E z NOTES: t- CLIPS MAY BE USED IN COMPONENTS Zp , TAT Of MASOVRY/ CONCRETE OR WOOD FRAMING Siwn• rysC o. REV '`F• oCOR10Q • SUBSTRATE. LLATION V.L. 08-01439 B//SS'"'•''G 2 USE ALL FOUR ANCHOR & METAL SLOCATIONS. suAE NTS .1E 01/11/12 ISHEET4 OF 4 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 t/4' LR=RTOLOK4SP.B Luis R. Lomas P.E. razzWOOOFOROROLEWISWLLEAC270MSEPARATION BETw,EEN ANCHORS. 43441161-em I FL No.: 62514 Florida Building Code Online https://www.floridabu il(I ing.org/pr/pr_app_dt I.aspx7param=wG EVX... I Professional•g r BCIS Home I lop In I User Registration I Hot Top" ( Submit Surcharge l Stats d Facts I Publications I FBC staff I SCIS Site Map Links I Searth I FI rich r I Product Approval usea: public user foduct.A9RMVal HOW > PlvdLISL"r ogkotion search > AAngra bn Ikt > Applimuon Oetall Fl.4 FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments 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@ja meshardle.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@jameshardle.com Category Panel Walls Subcategory Siding 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 Ronald 1. Ogawa the Evaluation Report Florida License 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 Checklist - Hardcopy Received Certificate of Independence FL13223 R4 C01 R10 -Certificate of Independence.pff Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online hitps://www.floridabuilding.org/pr/pr app_dll.aspx?param=wGEVX... ;. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL it Model, Number or Name 13223.1 - ~ I Cempanel Siding Florida Licensed Professional Engineer or Architect FURZ3 R4Equiv RIO-26928-17A51M C1186 equivalency gi f Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA' 17-0406.06 13223.2 ! HardiePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406.06 i 23223.3 Prevail Panel Slding i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406.06 Description- nber-cement panel siding Installation Instructions FL13223 R4 ll cemppp_e nstallatlon.odf FL13223 R4 II NOA 17-0406 06.pd FL13223 R4 II RIO 2689-1-17 Panel to Furring_pdf FLi 223R4 II RIO-2686 17 Panel Wood Metal Frame.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports F413223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE R10 26 — -17 Panel to Furrinn.odf FU3223 R4 AF,R10 7686-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes fiber -cement panel siding - Installatlon Instructions FU3223 R4 11HardiePanel-Installation.pdf FL13223 R4 ll NOA :L7_04U6;06-pdf F03223 R4 ILA1Q2689-17 Panel to Furring:pdt FL13223 R411 R10-2686-17 Panel Wood Metal Framc.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE_R10 2689-_17 Panel to Furrinp pdf FL13223 R4AE RIO_2G86-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes fiber - cement panel siding - Installation Instructions FL13223 R4 11 NOA 17-0406_06_pdf FL13223 R4 Il Prevail-Panel-Installatlon.pdf FL13223 R4 11 RIO 2689-17 Panel to Furrinopdf FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.pAf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOPi17-040G_QG pdf FL13223 R4 AE RIO 2689-17 Psn l iQ Fu rr Ino_p_dfFL13223 R4 AE RIO_2686_]7 Panel Wood Metal Frame. pdf Created by Independent Third Party: Yes Bach Na=t r t,et lie::2.641-.Bii1LStODGMed..DibfNSSGGjI.37,39.9 P.Lpne, 850-487.1824 The Slate of Fb/tla k an AA/EEO employer. r.,wrbld :: E&A MMMeat :: &c=.5jW_ yj{at•- = :: Refund Statement 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.iloridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... Under Florida law, emal addresses are public records. ff you do not want your e•mal address released In response to a pubdprecords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mat If you hove any questions, please contact 8So.467.139S. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department wah an emal address I they have one. The emals provided may be used for official communication with the licensee. 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 available to the public. To determine If you are a kertsee under Chapter 455, F.S, please tuck tB=. Product Approval Accepts: Credit Card Safe 3 of 3 4/132018, 7:29 AM Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 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. Hardie Pane 10 IZE.9. JamesHardie Vertical Siding INSTALLATION REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPWSS, PRODUCTS EFFECTIVE SEPTEMBER 2013 IM Vi )t vnmmoteshawile.00m for the most recent version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 a STUCCO IMPORTANT. FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS INSTALLATION OF HZ107m PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 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 OUTDOORS INDOORS 1. Position Cutting station So that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area 2 tlss one of the 1db.Yng melhodx a Bust: t. Score and snap 1. Shears 0701w, a lecoic or pneumatic) - NEVER use a pourer saw Indoors b. Better. I. Dust reducing circular Saul equipped with a - NEVER use a dcalar saw blade that noes not carry the Hardeftcl a saw Made batlerri'uk HardeBlade• saw blade and HEPA va mm extractions NEVER dry sweep — use wet suppression or I1EPA Vacuum c. Good- I Dent reducing circular saw with a Hart &-* saw blade only use for loty to moderate cutting) Important Note- For matdmun protection Omesi respirable don pnxductbrlj, James Handle ratans ds always using Best' -ravel cutting methods where feasIbb. NIM-approved respirators can be used in con}rtctlon with above tuning practices to further reduce oieat enposures. Additional etrposrre Intonation Is atataMe at www.WnmWM.cDm to help you dden ni a the most apprgxiaie cutting method for your too lawliommtb. It aroem still w als about a pmaT ie levels or you do not comply with the above p acmoas, you should Ways contsut a audited Industrial hyperisl or oontad James Hanle for kater Information. snroeuros GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family Installation requirements go to www.JamasHardle3Commerclal.00m HardePaneP vertical sidng can be Installed over braced wood or steel studs spaced a maximum of 24" o.c. See genernal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break pairtsaeerVfurrulg) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardle.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 HardieWrao* Weather Barrier, a Icon -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details In figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be Installed on vertical wall applications only. DO NOT use HardiePanel vertical sidingg in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oiValkvd base paint or powder coating on James Hardie®Producis. For larger projects, including commercial and multi -family projects, where the span of the wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements Position fasteners 3/B" from panel edges and no closer than • Vertical Joints - install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail Into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation • caulked (Not applicable to ColorPlus• Finish) (lig. 2). Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 wmor-reslstrve barrier water-reaisbve border Double stud may be required to maintain minimum edge 4 stud water•resistMe watomeslslW nailing distances. 3'` 2 x 4 stud parry bytr upper panel , upperpanol Figure 1 aw t : •: ; Do kDo rot ua"gap Walef• RalStive - : harrier sheathing HardlePenel Batten Joint "FI" Joint 'Z-tlashihp t I-Ilashing f 00 vertical aiding /water-resladve bonier decorative keee halls \ / \ 2 x 4 stud IM%V 3/ a min. panal r rawer from panel panel edges plate QI° Figure 4 3/ 8' Is owappropriate gap Wtween Recanmendabon: When - o panels. Nan cask installing Siena 8, provide Caulk Joint a double sold at panel moderatecontactHotapplicabletoColorPlus• Flnldh) blurs toavow nailthg keep fasteners 2' Apply caulk in occordance with caulk trough grooves. away from comers I manufacturer's written application Instructions. For additional information on Hardlewr '" Weather Bawler, consult James Hardie at 1.866-4Hardie or wAvi.hardiewra.cnm WARNING: AVOID BREATHING SILICA DUST Janes Valets• preriab amain resdraek crystalline salon. tdidh is kraan to the State d California to ma cancer and Is owsldered by IARC and NIOSH to be a cause of cancer flan smite occ pador d sources. IDeandrq wesshe enquntsd respirable ilea dust ran also anon a end potentially late! king dsaase m1led sllcosis. and has been W*Wvalh other tiseases. Some sMses tit" l s no" may Increase these rift. During hWaladon a haaihrg: (1) vat in culdm areas wrap anple n; ft1 use fibawrxrd arrears for cutting a. wtme rid fmyda, we a Hardbe6deesaw Node and dust -reducing dro lu saw attached to a HEPA vacuum, e) aspkrable Mica others nepmuaes. Dwing dean -up. suse HEPA vacs or wet die^ hup methods - r err dust mask or remkWor it. HFa)In acmdance M bdamatbn.arW w llmhUgaverrimard Wntcbasand ndMaterial Safety to Sheet wallabbto Offftaat www aae.mm a by c*V t •900.911ARdE (1-aa6942.7343). FAUX TO ADHERE TO OUR WARNINGS. MSDS, AND INSTALLATION INSTRUCTIDNS MAY LEAD TO SERIOUS PUISONAL KW OR DEATH. HS1236 - P 1/3 1/13 y >v• 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 114" compliance with local building codo 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie° and decking material. shall be installed per the roofing manufacturer's Instructions. Provide a the bottom of James I lardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal (lashing. the adjacent finished grade. steps and driveways. Figure 5 Figure 6 wncreb 6' min. I roundetion Maintain a minimum 1 " gap between gutter end caps and siding & trim. Figure 9 siring c aPa lo. guitar and end cep dell material 2• Do not badge floors vrith HardiePanel* siding. Horizontal joints should aMrays be created beMttrm floors (ig.10). VVeter- Resistwe i Bomar Framing Figure 10 [ Horizontal `t Flooring Trim I N )7 t r Sheathing I HaratoPanel• i BLOCKED PENETRATIONS JJL Penetrations such as hose bibs and holes 1 x" 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. Elecbo-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 Ilsling for correct fastener type and placement to achieve specific design wind loads. NOTE: Published whid loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services B you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should tit snug against siding (no air space). Pig. A) Do not over -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 should be hit flush to the plank with a hammer (for steel framing, remove and replace naiQ. NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to 0S8 orplywood should only be used when traditional framing Is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush UINIlC'1 Countersunk nil 8 add nail Figure A ES3 Figure B do not under drive nails DO NOTSTAPLE the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. 1'•?min, h+•v 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 with 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 subfascia and trim boards are nailed in place, and then come back to install the kickouL 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 100e -110• to maximize water deflection waomm bvr 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. II 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 10 steel framing). HS1238-P2/3 8/13 CAULKING Fol Best results use an Elastomedc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the ceulking/sealant manufacturer's written instructions. tions. Note: OSI Ouad as well as some other Caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, olValkyd 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 unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet For application rates refer to paint manufacturers specifications. Dade -rolling Is recommended it 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. II large areas require touch-up, replace the damaged area with new HardiePanelO 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 ColorPluse 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 Cedarmill 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 RECMWION: In 0000 dame with UAS Evaluallon Report ESR-1844, Hardef'"O verllral ddkhg Is rowgized as a Wilde alternate to that specified rrt the 2006.2009, d 2012 fronawd Residential code for ono -and Tm-Fan* Dvemrgs and the 2006. 2009. 9 2012 hemational Bunt/ Cade. Ha Hand w atk; d skrng Is also remtirized for app9ntlon In Ore foamft City of lea Angeles Research Report No. 24862. Slate of Florida Bs1mg FU889, Dade Campr, Fbrldal NDA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1283c, Texas Deparanerd of Irmrow Product Evaluation EC-23, Cory of New York MEA 223.9341, and California DSA PA•011 Roo daCI meals Moult; also be consul d for additional mforrnadon owarrkV the suftNMf of die prodrA for specific avpftbns. tD 2013 James Hardie Building Products. All rights reserved. Additional Installation Information, TM, SM, and ® denote trademarks or registered trademarks of James IiardleTechnningy Limited eo is registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technofogy Limited. www.jameshardie.com HS1236 - P3/3 6113 Florida Building Code Online https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV X... I i Profess.ional Regulation BCIS `tome I Lop In I User ReglstraUon I Not TopkS ; Submit Surdarge I Stats a Facts I PublIcalbns I FaC Start aC1.S Ste Map ( LWa ( Search ' F (Ia 1 Product Approval ! ra * USER: Pudk User P.tod4Ct a aval Mcnu > Fror. t py ptd lbn Seams > &gVAlbn &% > AppOmUen Dotal) I FL # FL12194-R7 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Cons, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcolisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits i 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 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 FFL,12194 R7 COI ALC1$001.4 2017 FBC Evalua Ion Repy 4 T4 Soffits Finapd( Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Year 2009 1 of2 4/13/2018, 7:37 AM Florida Building Code Online hops://w%vw. floridabu i lding.org/pr/pr_app_dti.aspx?paratn=wG EV X... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary. of Products FL # Model, Number or Name Description 121194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 97 II ALCl 001.4 2017 FB Evaluatigrnf ea Approved for use outside HVHZ: Yes Q4 T4 Soffits Final.odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FLl 2124 R7 AE ALC15001.4 2017 FBC Evaluation Reps I Q4 T4 Soffits idf Created by Independent Third Party: Yes Back neat Corrtarl UX :: 2601 8lah stpMBOidTAikh-'-ss"-e.EL32392 Phone, a50-497.182-1 The State of Fbrlda 15 an Al1/EED employer. Coevrleht 2007.201- bete Lf brida, :: Edyacy_Statement :: ACCOSSd911y Statement :: aeflmd.5101elae9t Under Fbrlda law, emal addresses are pubk records. IT you do not want your a -mall address released In response to a pubk-records request, do not send electronic mad to this entity. Instead, comae the office by phone or in, tradtonal mad. If you have any questbrrs, please contact OSO.487.095. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees kensed under Chapter 45S, F.S. must provide the Department with an emal address d they have one. the entats provided may be used for official communication with the licensee. lbwever email addresses are pubic record. U you do not wish to supply a versom address, please provide the Department with an emal address which can be made avallable to the public. To determine d you are a kensee under Chapter 455, F.S, please ckk It¢m• Product Approval Accepts: I tz— "L Credil Card Safe 2 of 2 4/132018, 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 6n' EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report 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 611320-3. ALC15001.4 FL12194-R7 Paae 1 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 PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum 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" 04 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 W/lin.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the 'full vent configuration and 4 2 W/linft for the 'center vent' configuration. See Appendix D for dimension drawings. AI-C15001.4 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, (P Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. RY R. p GAP'. 9/ GEN i No 74021 ir 0: STATE OF ,:W A, p CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B —Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — 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 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 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: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. IT T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Loc tion Location Location Location c. 16' Q4 Soffit— 16-incho.c. Fastener Fastener Location ill Lo lion ALC15001. 4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener LoI tion 1— Fastener Fastener Loction ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 1o.5J roved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12J roved Systems for 124nch Soffit Span with J-Channel and Fascia Cap Rul Approved Systems for 124nch Soffit Span with J-Channel at Wall and Eave 14.5JJ-fit Approved Systems for 14.54nch Soffit Span with J-Channel at Wall and Eave 16174 1 Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 16.14 1 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca 1 J Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5JJ-# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24174 Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J4 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 4JJ-# 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 pso Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 24-inch o.c. securing 10 5JJ-1 Max. 164nch Wood J-Channel to Joists; One (1) 18 ga.t/4-inch crown x 1-inch leg staples Wood J-Channel to joists; 259.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 124nch 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 611320-3. 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 MOP No. Width psQ Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/8-4nch head dia. nail, One (1) min. 3/8 x 3/84nch crown One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 3/16 12F-1 164nch Wood min. 1.25 inch embedment spaced Wed staple spaced 16-inch o.c. inch head dia. trim nail 40 24 inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3l44nch long x 12F-2 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Woo One (1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- 40 164nch with 3/8-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3l44nch long x 0.0724nch dia. x min. 1/44nch 48 12F-3 164nch Wood crown staples in diamond pattern Wood crown staple spaced 84nch 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. 5/84nch long T nail or One (1) min 3/4-inch x 1/44nch One (1) min. 1 Y44nch long x 12F-4 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/4-inch 48 164nch with 3/84nch diameter head spaced and securing each panel lap head dia. trip nail spaced 48- 64.2 8-inch o.c. inch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/44nch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/44nch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. z min. 1!44nch 48 164nch pattern spaced 24- screw spaced 164nch o.c. spaced 84nch o.c. head dia. trip nab spaced 48- 64.2 inch o.c. connecting soffit to Jchannel inch o.c. ALC15001.4 FL12194-R7 Page 3 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 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 124nch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/44nch crown x 14nch leg staples One (1) 18 ga.1/44nch 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 164nch o.a 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 244nch o.c. securing 14 5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/44nch crown x 14nch leg staples Wood J-Channef to joists; t43.3 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 124nch 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 72 min. diameter x diameterDing16F-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced max nailfinishingnail with min. 3/16- 553.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 84nch o.c. panel lap 12-inch o.c. Three (3) 18 ga.t/44nch crown x 1- One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072 inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 44nch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 164nch o.c. panel lap inch head spaced 124nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 3/84nch x 3/84nch One (1) min. 1 3/44nch long 16F-3 Max' Masonry 9 ga., min. 5/84nch 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 O.C. 3/16-inch head dia. trim nail 8-inch o.c.spaced 364nch o.c. Max. One (1) 3184nchhead dia. nail, min. One (1) min 3/84nch x 3/84nch One (1) min. 1 3/a.inch long x 0.072 inch dia. x min. 16F-4 164nch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 364nch o.c. Max. Three (3) min. 3144nch x 1/44nch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/4- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nall 36.1 spaced 24-inch o.c. spaced 484nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One 72 min. diameternch x 0.072-inch diameter 16F4i Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 14nch leg staple spaced 44nch finishing nail with min. 3/16- nail t43.3 16-inch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 16-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.114-inch crown x 1- 14nch leg staple spaced 4-inch 0.0724nch diameter 16F-7 164nch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3116- t43.3 spaced 164nch o.c. lap inch head spaced 164nch o.c. ALC15001.4 FL12194-R7 Page 5 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 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 0.0724nch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern spaced 244nch o.c. W crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 484nch o.c. Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3)18 ga.1/4-inch crown x 14nch leg staples in 16JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 84nch o.c. securing 02.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/44nch crown x 14nch leg staples in Three (3) 18 ga.1/4-inch crown x 14nch leg staples in diamond pattern spaced 244nch o.c, securing diamond pattern spaced 124nch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 124nch o.c. 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 notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-CH141CAL 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 MDP No. Width Pso Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3)18 ga.1/4dnch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 24-inch O.C. 22 5JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Ctvannel to joists; 42.1 164nch One (1) 18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x 14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch 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. 44nch o.a Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascla Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) 18 ga. 114- One (1) min. 1.754nch x Max. inch crown x 14nch ratter with one each panel lap inch crown x 14nch 0.072-inch diameter 80 24F-1 124nch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern nch x 7d ring inchOne ( 1) min. 1.75-inch inch o 3/164nch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter 124nch 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 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 MOP No Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.t/44nch 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 sown z 14nch 0.0724nch diameter 80 24F-2 124nch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch °'c' 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch ox, nail 244nch o.c. finishing nail with min. 3/16-inch head spaced flinch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.754nch x Max ga., min. 5/84nch anchored to each panel lap inch crown x 14nch 0.072-inch diameter t80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood legleg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.754nch o.c. 16-inch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch O.C. One (1) 18ga.1144nch crown x 1-inch leg Nominal 1x2 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. 1.75-inch x Max. inch crown x 1-inch rafter with one 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F4 164nch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. i0 diamond pattern nch x 7d ringinci inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 244nch 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 pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 14nch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 14nch 0.0724nch 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 3/164nch head spaced 164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch 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. 1.754nch x ga., min. 5/84nch anchored to 164nch o c. securing inch crown x 14nch 0.0724nch diameter i 24F-6 16- nch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 600 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 84nch inch ring shank One (1) min. 1 754nch each panel lap 164nch o.c. O.C. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 9 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 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 12-inch o.c. anchored to ga.1144nch crown through the rafter securing each panel One (1) 18 ga. , - One (1) min. 1.754nch 24J-1 Max. rafter with one x 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. 60 12inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ringin pattem spaced 16- ring shank nails toe- inch x 0.072anch 8-inch °'0' 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing244nchoc. of the batten at nail with min. 3116- each batten/rafter inch head spaced intersection. Max. flinch 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 finch one (1) min. 2.25- leg staple securing Nominal 1 x2NNorm inch x 7d ring shank the nailer of each SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch o.c. One (1) 18 ga'h- One (1) min. 1.75-inch Max. anchored to rafter with one ga.114-inch crown x 14nch leg into the end of the securing each panel inch crown x 1-inch leg staple spaced x 0.072-inch diameter 24J-2 164nch 1) min. 2.25- staples in diamond batten or two min. 2.25-inch x 77d lap Wood finch o.c. and finishing nail with min. 3116-inch head spaced t53.3 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 244nch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3116- intersection. Max. inch head spaced rafter spacing is 44nch 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 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 J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1l44nch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 9a.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16- x 14nch 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. t-43.5 16-inch One (1) 18 ga.1/flinch crown x securing14nchlegstapleslocatedintheOne (1) min. 1.754nch x 0.0724nch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 124nch o.c. 3/16-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 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 124nch o.c. Max. securing J-Channel to joists; inch ox securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood One (1) 18 ga.1/4-inch crown x 4 14nch leg staples located in the One (1) min. 1.754nch x 0.072-inch 14nch leg staple securing the ftheheJ-ChannelhorizontallegCh diameter finishing nail with min. nailer of each female lock or spaced 124nch 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 11 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. 0 CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES. LLC Appendix 6 INSTALLATION Note - Refer to the APPROVED SysrEltls section of this report for additional installation details of a selected system and maximum design pressures limitations System No. I Installation Detail 10.5JJ-1 & 14.5JJ-1 0lamond' Patten 18ga., 114': 1' staples 12' o.c. max 18ga., 114' x 1' staples 24' O.C. max J•Channel Detad e Meted A 18ga., 114' x 1' staples 24' ox. max Diamond' Patten annul 189a., 114' x 1' staples 24' o c. max OiamonT Patten 189a.. 114' x 1' staples ,l r o.c. max ALC15001.4 FL12194-R7 Page 1 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 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' EMBEOMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT 12F-2 MAX. 12•INCH SPAN F" CHANNEL lk.z, ConcreL6 cr Gloat ball STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"—/ PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 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. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-3 3/4' X 1/4' --, CROWN STAPLES USING A DIAMOND PATTERN 1 F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER ; "°n°rr%CV' `, SOFFIT STAPLE DIAMOND PATTERN DETAIL DETAILI 1 30r!E' W/ srwtEs i FACIA BOARD CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL Ll- 1-3/4" TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT- max. 12-inch span SOFFIT 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 attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/3' HEAD OIA., MIN. 5/3- EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-4 SOFFI T MAX. 12•INCH SPAN7F"CHANNEL 1-3/4' 4NAJLFACIA sOARo PAINTED FASCIA CAP Concr('L• ar Block aatl rCR X I/4- WN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.4 Fl-12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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 112J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A OLAMONO PATTERN J—CHANNEL screwed to soffit with one(l) 88 x L/2. r. 3/S1 head 1-3/4- TRIM NA1LJ PAINTED S.S. 48- O.C. diameter screw, L6" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span ALUMINUM COILS, INC Soffits Appendix B 3W r1- 3/4' X 1/4- CROWN STAPLE I SOFFIT STAPLE FACIA 80AR0 / DIAMOND PATTERN DETAIL 3/4- X 1/4- CROWN STAPLE -8- ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP I3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration 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 12JJ-1 & 16JJ-2 18ga.,114• x 1" staples I o.c. max A 18ga.,114' x 1• 3tr \ staples 24' O.C. Max Diamoncr Patten ALUMINUM COILS, INC Soffits Appendix B 18ga.,1/4• x 1' staples 24• o.c. max Olamond' Patten annel Detect 8 18gd., staples 12' O.c max Diamond PattenA \ IS ga.,114'xI' staples in horzontal leg offemale lap Channel Detail A 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 I3T1'LONG X0.07'- CW.4FW MAIL WITH 3n6' HEAD OW, FASCIA BOARD SPACE I6' G.C. FASCIA CAP SOFFIT I' X I.W C.Rvm sTAPL° OPEN RAFTER A.W. I[GA T. HAIL OR MIN FASCIA BOARD 9GA SjW fl AL VATH W HEAD 16F-1 E`DMEWI SOFFIT & FASCIA 16F-6 SPACED 7C.C. OETAIL FASCIA CAP; REFER TO SOFFIT 9 FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 16F-3 & I I I I I `"F`CHOANFNEL IT 16F-4 cod, concz-d - or Slo_k u 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 318" HEAD DIA., MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. 1—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 8 of 19 This evaluation report is provided for Slate 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 SOFFIT STAPLE OPEN 3/4- x 1/4• ' I f ; DIAMOND PATTERN I D ETAI L 3/W CROWN STAPLES r I1BETVM USING A DIAMOND 1 --J stems PATTERN FACIA BOARO i FASCIA CAP 16F-5 3/4' X 1/4' CROWN FACIA BOARD 1-3/4 TRIM NAIL8' STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' (ASCU CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' x 1/4' DOWN CROWN STAPLE SOFFR- max, 16 - i nch span WOOD SOFFIT 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. I Installation Detail 1' X 14:' iRCFVMI STAPLE dtMTALLED 1.0 C: Rr CIICMOND16F-2 & oATTEfLf 16F-7 F. SUBSTRATE I arc LOMG X 00r_' r NAIL LVITH 31IO' MEAT OP(11 RAFTER FASCIS 80AV FASCIA CAP. REFER 10 SOFFIT I FASCIA OETAR SOFFIT: AAX W SPA" ALUMINUM COILS, INC Soffits Appendix 8 FASCIA BOARO FASCIA CAP X I cs311%N 9TAPLE 0 SOFFIT & FASCIA DETAIL 3W IFra l' staples J Diamond' Patten ALC15001.4 FL12194-R7 Page 10 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. 116J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' CROWN STAPLE '24' . ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. SOFFIT -max. 16-inCli Spa:1 3W FACIA BWD FASCIA CAP 3/4' X 1/4- CROWN STAPLE '8' ON CENTER ALUMINUM COILS, INC Soffits Appendix B 3/4' X 1/4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1-3/4- TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT ---I 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 System No. Installation Detail A 18ga., 114' x 1' staples 12' o.c. max 16JJ-1 I8ga..114' x 1- y8• staples 24' o.c. max Diamond' Patten FChannef Deted B Detail A ALUMINUM COILS, INC Soffits Appendix 8 18ga., 114' x 1' staples 24' o.c. max Olamond' Patten annel 18pa.,1la• x t' 3ptes 8' o.c. ma liamonrr Patten ALC15001 4 FL12194-R7 Page 12 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. I Installation Detail 122.5JJ-1 PEN RAFTER 18 ga., 1/4' x I'staples 16• o.c max and 1 V" Long x .072' Oia. Trim Nails with 3/16" Head 4' 318" o c. max 71- I. / Diamond' Patten I8ga.. 114' x 1' staples I T o.c. max 18ga., 114' x I' staples 24' O.C. max J-Channel ALUMINUM COILS, INC Soffib Appendix B Illga., 114'x 1' staples 24' O.C. max Olamond' Patten annel Oeted e 18ga.,114• x 1' staples 24• Pact max Di\amond Patten 18ga., 1/4' x 1" staples 12• o.c. max Deled A ALC15001.4 FL12194-R7 Page 13 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 1 I- TRIM NAIL FASCIA BOARD PAINTED SS. I-ri- CROWN I CAP STAPLES SOFFITFASCIA USING A OIAMONO PATTERN. REFER TO 1-et- CROWN STAPLE SOFFIT STAPLE 01A)" PATTERN DUAL 11- TRIM NAIL FASCIA BOARO PAINTED SS. SOFFIT & FASCIA DETAIL 24F-1 & i 24F4 rq, CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT A FASCIA \ DETAIL 8 RaralrW rat' SrP F.CHANNEL Batten Anrbored to SOFFIT; MAX. 24' Rafters vitb ene Td RanSbank Ned at Rafter XO0O SUBSTRATE - every SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t" roof NAIL FASCIA BOARD PANTED S.S. I.I' ShOOTN SLUNK FASCIA CAP ROOF NA45 SOFFIT CgOMN STAPLE 1 I' TRM RAIL FASCIA BOARD PANTED S.S SOFFIT tt FASCIA 24F-2 & DETAIL 24F-5 1'4' (ROLN STAPLE FASCIA CAP; REFER TO SOFFIT 3 FASCIA DETAIL Rosin'r 7" SYP Batten Anchored to SOFFIT; rAx. 74' F.CNANY0. Rafters with one 74 Rag Shaoh Nail at every Ratter MOOD SUBSTRATE 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 Stets Appendix B System No. Installation Detail 11- TRIM HAD. FASCIA BOARD PAINTED S.S. ItGA . T.HAILS FASCIA CAP SOFFIT I-af' CROWN STAPLE It- TRIM NAIL FASCIA BOARD PAa1TE0 S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 Ptj CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal Tit SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANIQ Rafters vnlh one Id Ring Shank Nail at every Rafter MASONRY ALC15001.4 FL12194-R7 Page 16 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 T L TRIM NAIL FASCIA BOARD PAINTED S.S. raj' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVEREO 1'-I- CROWN STAPLE SOFFT STAPLE DIAMOND PATTERN RAFTER DETAIL _ FASCIA BOARD T i- rRln NAn SOFFIT b FASCIA PAINTED Ss. DETAIL 24J-t 8 ref- CROWN STAPLE 24J-2 FASCIA CAP, REFER / \ TO SOFFIT L FASCIA OETAIL / Nwiul I-. r srP bute-rn 8 \ scabbed bmxew rahera AM SOFFIT; MAX 24' I 1/8 CNcur FAIINELseeswth arm (I) 71:1 nng shank MCI sbagM•naged 11% foUgh NO raRtt Into INC C W / WOOD SUBSTRATE of the Doti" two 70 ring Wnk nods toanase0 on \ Me( aqa of the bait" at UW OfiteNralw in;ersawn / 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 611320-3. 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 OPEN R-rrER Diamond' Patten 18ga.,114' x 1` O,ST staples 1 r o.c. maxIF 18 ga., 1/4` x i" Staples 19' o.c max and i 314* Long x .072' Ola Tnr1 J-Channel Wits with 311R` Head 4" 3fr maxc.c eae+e 24JJ-1 1 ega..114- x 1' V staples 24- o.c. max 18ga..114- x 1' r iiilJJ L staples r o.c. max Diamond Patten 1 J•Channel oar' 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., 1/4' x 1' Staples 24' o.c. Max OPEN RAFTER Diamond' Patten 189a., 114' x 1' OIST staples 12' O.C. max i B i A 19 ga, 114 x 1" staples 16" a.c. max and 1 3W Long x .072" Dia. Trim J•Channel Was with 3116" Hezd 4" 39r p max Oetad9 24JJ-2 18ga., 114' x 1' 1 ega., 114' x 1' 318' staples 24' o.c. max staples I r ox. max r ; 11 01amond* Patten Diamond' Patten 18ga.114'xI' staples in hortontal leg of female lap J•Channel Oeted A ALC15001.4 FL12194-R7 Page 19 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 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 60-ft. 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. V,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 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 HeRotottft 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 45.9 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 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 1 23.5 26.4 1 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. 1 20.5 23.3 26.3 29.5 32.9 36.4 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 ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 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 32.8 38.0 43.6 119.6 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 52.5 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 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 1 35.0 1 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 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 1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 1 39.2 43.7 1 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 Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 A7.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 A3.6 A9.6 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 33.3 39.1 45.3 52.0 59.2 66.8 1 -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 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 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 29A 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 1 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 23.7 27.5 31.6 35.9 40.5 1 45.4 50.6 56.1 ALC15001A 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 318" J-Channel 3/8" -L 3/4" -I 1/8" HEM 1 S18- 3/8' ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/8' PROFLE 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 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM 6"FASCIA T" BLANK r 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 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. r CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / 8 PRonLE nratF 0000 aoo00 0000 ao0a0 0000 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 0 31/8" 7/8" 31/8 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2". IVW1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE CLV-10 e.is rn END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer 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 helps://www.11oridabuildillg.org/pr/pi app_dll.aspx7param=wGEVX... 13.usinessA Professional Regulation I _j '.=c SC1S Home 1 tog In 1 User Regisaation 1 Hot Topes 1 submit Sumftlge I StatS A F8Cta PublUU0115 1 FBC Stag CIS Site Map ! 01ks 1 Search dba r ®Product Approval I6 USER: public User L••I`uJiT NR ft000 AOD,OVaI McOD > PM01M Dr. ADD 600.Sedret, > 6[?W000 & > AppOotion DOW I FL as FL7006-R30 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 iKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext 200 rmetz001 @tampabay.rr.com Authorized Signature Robert Metz rmetZO01@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOOI@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 727)579-6706 don.shaw®lko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Usting Certification Agency FM Approvals - CER Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) San Year ASTM D3161 modified to 110 mph 2016 ASTM D3462 2010 ASTM D7158 Class H 2O11 ASTM E108 2011 I of 3 4/13/2018, 7:41 AM j Florida Building Code Online liltps://www.floridabu ildil)g.org/pr/pr_app_dt l.aspx?paranl=wG EV X... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method ] Option A 10/08/2017 10/30/2017 11/01/2017 summary of Products FL !t Model, Number or Name 7006.1 Cambridge, Cambridge HD, ~ Biltmore and Blltmore HD Limits of Use --- Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 j Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate F_L7006 R10C CAC Letter - ASTM D3.I61_letter - 9-26-2017) froirl FM.pdf FL7_Q9_6 R10 C CAC LettSL=ASTM D3467_ letter - 9-26-20ai sRo-f FU006 RIO Cg Letter ASTM E 0$ I er - 9`26_20.17j,pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL700 BRIO II IKO_187-02-03 Letter,_Installatlorl 19St aigns for FBC FL7006.20f Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate FL7006 RW_CCAC TM D 346 - hingle letter Surveliance AudiLL&pCon_(fi-E2017),pdf FL7006 RIO C CAC Letter ASTM1 0316] letter - 9-26-29}7)-from FM.QQf FL7006 R30_ C CAC Utter -ASTM D3462 letter - 9--U67011.RiI F47006 R10 C CAC letter-- ASTM E1 00 IetteL- 9_26_2017),pd( Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R.19 11 Hlo and Ridge Cap Shlnos IUstallation Instructlons,pdf FL7006 R19 11 IKO.187-02_01 Letter - InstallaSion lnstructlogs or FB FL7006,pdf Verified By: Duc 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 Approved for use in HVHZ: Yes FL7Q05_P,10 C CAC Letter - ASTM D3161 letter - Approved for use outside HVHZ: Yes 2 -20171 from FM:pdf Impact Resistant: N/A iLOG R1Q_C_CAC Letter - ASTM D3462 letter - Design Pressure: N/A 2--Z6-2Q17),pdf 2 of 3 4/132018. 7:41 AM Florida Building Code Online https://www.floridabtiilding.org/pr/pr al)p_dll.aspx?paraniwGEVX... Other: 1 7006.4 FL7Q06R10 A Lgtter ASTM E14 I,eUgr_ 4 39 1):fiQf i Quality Assurance Contract Expiration Date j 12/31/2020 Installation Instructions FL7006 RIO 11 IKQ- R7-02-01 Letter - InstaliflUM J12:itWg1Lol)s for FBCFFI 70 6 pdf F17006 R10 11 Roofing -Products -Leading -Edge Plus I RRI[l.t!121L-l;N(1).R I Verified By: Duc T Nguyen PE 65034 ICreated by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR I Brampton Ontario Hawkesbury Ont., Toronto. Ont.-- Limits of Use y _ Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: N/A Other: Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FI-7006 R 10 C CAC Letter - ASTM Q3-161_ letter - 9-26-24..IZ)-fr-OM-EM,R0-f EQ006 R10 C CAC Lettef -ATM DJ462 letter - I2LL6-ZQ 17)_2df F06 R30 C CAs e4fgr - ASTM EI08 letter 22b_203?).p_df Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 RIO II IKO-187-02-01 LetLq _ lit la i Lngtru ions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Mir Stone Road, Tab jsee FL 32399 Phone: 850-487-1824 The State of Fbrbo 15 an AA/EEO employer. i;ggy_Mht 2007-2013 Slate of Florida.:: Atvacv 5tatement :: Accesslblity Statement :: Refund Statement Under Florida low, email addresses are pubic records. If you do not want your a -mall address released In response to a publik-records request, do not send electronic mail to this entity. Instead, contact the office by phone or try trad[lonal mad If you have any questions, please contact 850 487.1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effectare October 1, 2012, licensees Icensed under Chapter 455, F.S. must provide the Department with an emaa address d they have one. The emals provided may be used for official communication with the licensee. However emaa addresses are pubic record. Ir you do not wash to supply a personal address, Please provide the Department with an email address which can be made avalleble to the public. 7b determine if you are a licensee under Chapter e55, F.S. please click Fh& Product Approval Accepts: ER — Credit Card Safe 3 of 3 4/ 13/2018, 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_BAGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_BTTEFS-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 Due 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: ry ,/.i/.% Signed: Brad Glzybo ski Duc T.Mdumon Managing D rector Florida ReglSTere Professional Engineer P.E. Number: 65034 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 ComiftmODn MaiedWs Techno"Ies, LLC. 6412 Badge Delve Tampa, FL 33610 Tot, 813-621.5777 ram: B1M21.5840 smell: ma*a1sft6rg@pdcmtoom WebSIIe: h8p•JMww.p icmLoom 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 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 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 1-V7' I-Ir * SEALING STRIP NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI ConsVLMn Matedals Tedu*41es. LLC. 6412 Badger Dd" Tampa, FL 33610 TeL 813-621-5777 Fax: 813.621-5840 eana0: maWAalslesQrq@* Lcom WebSlte: hlIp•JAww.pdant.com 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 (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. Seat 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 NO' NAIL LINEn-F69/at l NAILS NAILING • STEEP SLOPES APPLICATION Use six nails as shown. CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Conshdbn MeterWs Tedmolo&. LLC. 6417 Badger Drive Tampa, FL 33610 Tel: 813.6215777 Fax: 813.821.5840 e-mail: materielstesling&ludcom WebSlla: MIp:IMvw.plcmLcom 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. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. mmml IAPEPCeI PRI Consipidion Materlats Technologles, I.I.C. 64112 Badger Drive Tampa, FL 33610 Tel: 813.621.5777 Fax: 813-621.5840 e-mall: mmtedaistesdrlg@prlcmi.com WebSlte: htlpJhw ww.pdCmLcem 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 (lashings, 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 IKO 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. PRI ConslrecOm Matedals Techmk#es, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813621.5777 Fax: 813-621-5840 "all: matedaMfinp@pricmLoom Web&te: hBpJhnvw.pd cmLcom t Florida Building Code Online https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVX... l Business Professional '-t ulation- SCLS Home I Log to 1 USer Registration I Hot TOplcs j sutunt Surcharge Stats a Facts I Pubkatbro I Fee Staff I aCiS Ste Map I inks I search FI r ia tt Product Approval dlii USER: public User ar s.r .r. eCgQkSL6DD1gVit1JCDV > eMOYCLor A09 0.Lbn Search > agglMWrjat > Appamtion oetaa FL # 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 Ext 115 Steven@WarriorRoof)ng.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 StevenO WarrlorRoofing. 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 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence EWA6_K7—=—P-R1-CM.T_Celt-gL tndCRer! e44e. !f 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 Enuiv FBC 2017 Standards Eauhaltm_.2df 1 of 4/13/2018, 7:44 AM Florida Building Code Online lite s://www.floridabuildin o r/ r a dtl.as x? aram=wGEVX... P g• P P PP_ P P Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # 1Model, Number_ or_ Name _ 2346.1 1 S15 and #30 roofing feltI9 Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be Installed I Immediately after felt. Roofing felt is not Intended to be an t unprotected weathering surface. 2346.2 115w and 30w roofing felt f -- Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be Installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. Description ASTM D 226 Tested Installation Instructions — F12346 R7 11 Ins allat9nlnSL-c.t ons_pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346—R7 TR 15A s epo i.pdf FL2346 R7 TR 306Test Report.pdf i-- AS 4869 Tested -_-- — - _-- -- Installation Instructions FL2346 R7_II InstallaUonlnstructions.pdIF Verified By: PRI Construction Materials Technologies, LLC Test Reports F12346 R7 TR 253N Test Report.odf FL234 R7 TR 30w Test Repo rt.pdIF Fact, best Contact. Us:•2601.1101rStoneB04d alahasseeFL32399P!hpne.9$Q_487:AAZ!j The State of Fbrlda is an AeVEEO employer. r.Dllyflpbt.2Q07.2D13 SIK"LFlbrida. ;; EtWry_StdtemPnI ;; SCCe55lbltly_S:atemeat .: Refund •tomorlt Under Florida law, emal addresses are pubic records. U you do not want your e-mal address released In response to a pubk-records request, do not send electronic mal to this entity. Instead, contact the office by phone or by traditional mail U you have any questions, please contact 950.487.1395. 'pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address r they have one. The emats Provided may be used for official communication with the scersee. Flowever emal addresses am pubic record. If you do not wish to supply a personal address, please provide the Department with an emal address which an be made available to the public. To determine Ifyou am a licensee under Chapter 455, F.S., please click b=p, product Approval Accepts: ROM x Rt Credit Card Sale 2 of 2 4/13/2018, 7:44 AM j 1 WARRIOR® ROOFING MANUFACTURING P. 0. BOX 40165 • TUSCALOOSA, AL 35404 • PHONE (205) 553-1734 • FAX (205) 553.1755 193 LEROY ANDERSON ROAD • MONROE, GA 30M • PHONE (770) 207-0695 • FAX (770) 20"775 t 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-M7 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 a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top,edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge 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 ttz _ 'sure prQ diRwater shedding. `' ' +3; r::: 01Vp .-.. 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 i THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. s L &4 41 15 lightyears, Inc 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, 151ightyears 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 hnps://tinyuri.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, Timothy Smith 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 Envelope leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: .A rl f,A _r''C Community: Ulli. r'd ka (') Lot: 4-7 Address: 2 35g 1 L&, 2 & rout .e Unit: City: d'N-"\ jrCf State: P / Zip: 3a _7 73 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 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. QIOEO'RFORMANCE 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 Colc (Performance) or R406-2017 (ERI): = 7 C0 _ I - l = `p. 3 Method for calculating building volume: X CFM(50) Building Volume ACH(50) O Retrieved from architectural plans DS (Mechanical Ventilation is not required) ode software calculated PASS (with Mechanical Ventilation) O Field measured and calculated 11 FAIL 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 Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.lnterior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply 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 compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: $ _ oZ a/ 7 Job Information Builder:Dc,,r-V_ G -. Community: L-t) Lot: '4 7 Address: a 3 S'd' w Q G' r ot. $..Z Unit: City: -'s R n-(-_o --d State: Zip: 3-;2 % % 3 Duct Leakage Test Results System 1 a 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 0-,) E]NO (5 0,3) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the 7 C>9 ( = Q, p ( Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage TLeakage e selected on Form Qn specified8Yon Form R405-2017P R405- 2017 (Energy Colc) or R406-2017 (Energy Calc) or R406-2017 SS hall fro - I eo. K a- J 3 Duct tightfied by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5)atutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testi g Company Company Name: 15 Lightyears, Inc Phone: (8555) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the c lance method selected above. DSignature ofTester: Date of Test: '0a "" t I Printed Name of Tester: Aaron Overholt License/ Certification #: 2DNAB7 Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached) LAW Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 R F I # 2GNAB7 2 "-L== ' Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) V 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION apE lication \: p 1 I?ncunlented C011SH-LICtiOn `altic: S Inh Address:"I)C1 Aw, Q-I r qe((9 Historic Di:rrict: )'e•s -o D" Parcel I'D: I:esid(ntial Cornrrercial nn nn nn CTNpcof \1'orl:: \c f3AdditiCon U :IteraiionL! Repair 0 Uenio Change of Us ,[! Nlove Descri{)tion of Work: I \I. )1 1 il•I 1 I' Ic• (I IC Iej'— I r ' tl i .(II t•; _i l :I il. ir? 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I. 1'ia••a call=l t l•.'I t l i ih: requi.-emcn;5 of tills perrlil, r"- P 's '.'DP"c 10 1' -ai)cay th rna% Icoundilli0crubli.- re.,o;,qs a:)d a..: fro:n eosiricts, o, 11 .). Its. i5 lha; I w0l llctrifv I,-:! Of th^ prop^:-v,. v r requirenica!; of Th,: C i rard % %I f"' Subi-niu2i A cvvcwed co;-,:' cr -Z.- I C:!! Z: u! 2; e n P!:! - N. i;. x ch an-, N01 be 1;.. c"I Y. at thl duaii, .. t. Valu-.- vvill b-Z rfd b3i:d 0:3 1'71: c: :'7.'r-: ICC ..-,n TY11c in c--' a...wal P i 1 1:0.1': is;utdq, inShouldcalcuh;ed cl'.arctz off b-z Z!i;,hcj to yo._ OWNER"S AFFIDAVIT: I cel'ti"Y (11:11 '111 Of file foi-enim, hlf0i-iu.jriO-,j is lccul.aic and that all N-vol-k willhedoneit) coulpli-ance with all apphcable laws rcz,.tikidny' co;jS(,.,!ct- j 11i0 4_ 11 t— ril C STEPHANIE RAILLO A Commission # FF 175017 Expires November 9, 2018 GwAod Tbv Twj F& IM-M-701111 C Pro T -ID BELOW- IS F013) OFFICE USE ONLY Ll.. -. _:-.. pe: Occup-itic y Use: of Aw..:pi_ C.f U; 3 S I \ ji.- vl- - G:_ l P,C. LF-1 171 r I Zo,_.(.: _ IF S UNIVERSAL eorkorderNo: 0 817.0000 9405448-2 ENGINEERING SCIENCES Report Date: 9/19/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - VAreshold Inspection09BuildingInspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes LIES Technician: Sammie Edwards 5200 Vineland Road, Suite 200 Date Tested: 09/19/2018 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2358 Blue Gross Lane (Lot # 47) Material: Native Reference Datum: 0 = Bottom of Footing Tvs)e of Test: Field: ASTM D-2937 Drive Cylinder Method 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 Density per ptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction 1%) Native peps inch) Pass or Fail 6 North Footing 0-1 ft 106.8 10.6 102.9 5.5 96 N/A Pas: 7 South Footing 1-2 ft 106.8 10.6 104.9 5.8 98 N/A Pas: 8 West Footing 1-2 ft 106.8 10.6 103.2 6.4 97 N/A Pas: 9 North East Comer of Pad (TOF) 1-2 ft 106.8 10.6 103.9 5.1 97 N/A Pas: 10 Center of Pad (TOF) 2-3 ft 106.8 10.6 107.3 6.1 100 N/A Pas: Remarks: TOF= Top Of Fill T n../nhl:..h n rnnh.n/ nnn/-6— In I Inivn.nnhe nl:nnln Ih- G..AI:n rind ro..v.nh— .dl mwndw — -.l... W-8 — —r4—#;: l ... —h, n1—,-6-0w rind a DESCRIPTION AS FURNISHED: Lot 47, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the -'-Public Records o/ Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Pork Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward dL Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 37 LOT 38 LOT 39 1 1 1 (B8.) 1 0. N 69.40'51 " E ; °e 1 60.00' 1 LOT 47 24.80• 24.80' 24.80' 24.80' M115 0 1°1d` 1C 7.50, 1 14. 7.50' 14 1 1 .o Uj FORMBOARD FOUNDATION to C Mr. TOP OF FORM O FORM AVERAGE- 28.80' O LOT 48 tp `p p O LOT 46 19 nt ti°p4 7.50' VIA c 9.J• zso• 36.53' 23.20' 25.20' 10' UTIL ESMT. voiP.1. 240.0' s N 69'40'51 " E 60.00' SETBACKS AS FURNISHED FRONT " 25'(•) REAR 20' BL UL' CROUSE' LANE' SIDE • 5' (40• LOT) 7.5' (60' LOT) (50' PRIVATE R/W) 10' (75' LOT) SIDE .STREET . 25' (60' & 75' LOT) 15' (40' LOT) J'b 25'FRONT SETBACK CAN BE REDUCETO20' ON CERTAIN LOTS.NO MORE 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25• TOTAL LOT AREA 6900 1 SQUARE FEET PROPOSED • FISHED SPOT GRADE ELEVATIONS FIAITWORK ON/OFF LOT . TOTAL 3 SQUARE FEET FUTWORK PER DRAINAGE PLANS DRIVE 403/ 110. 513 3 SOWRE FEET FOUNDATION/PAD 2484 3 SQUARE FEET PROPOSED DRAINAGE FLOW j WALKS 67/ 300. 367 t SQUARE FEET REAR PATIO 136 t SQUARE FEET LOT GRADING TYPE A Spp J7JJ/ 250 3117 t SOL4IRE FEET FRONT PORCH DECK 64 t SOUARE FEET PROPOSED F.F. PER PLANS . 2&7' POOL DECK 0 f SQUARE FEET NDIL• IROIII 3rDEWAtK AND SIRE'E'I LOGRO4 TAIfEN FROM MANS PROSIOED 8Y p)EII: • My nLUD VaUi1l9 CRUSEINNEEYER-SCOTT & ASSOC., INC. - LAND SURVEMRS r . nAr rdL . rover a Lot[ 5400 E. COLONW. OR. ORUNDO, FL. 32807 (407)-277-3232 FAX (407)-658-I136 Nobs M . Mo.IIn[ PAL • t 11LV m Ct AI1Q I. M IIt00WO1fa 017ef MIeD7 WIeY MV 71O A/1K7 tQq M 57ArDN103 P NOtGrRE Srr T M K M tLamm aw" or1R •not IK rLt • r®1r O fMo17m QeVAl1R M10i6SOit ylIY3/Ol0 A1O YW'OLS M iA11I1R SH17 t101m1 AOO011RAlAC 0 /1RS111N/ T SLO1W 47EK7. t1DADA spRlp CA • o1C4r[ NftA1el11 W • fAD1111 L LrAM COX= V s11neffl" SC.T E AND OmVtL AA® WA "0 3tW4'V NPP OI Wr'6 AN NW WW Sl'1 IJS . V! LL •NPLe qK AIR.. • NW"L MPL ISO tA79'i3[I vw. :• VIrwsi Port 1 Do slow CIO P107w m Fxw MU wal"UOtt rmbam 10 M tUNWIOR "M wr K OAR Re3neerlaVs DL .tort v SQ,OWtO OAC • CALCULATED A UUM" 1w A"M INSI4RPOn1: rnt. • Pon V OPOQtfM IttR • Rt11NOn maDQ tplOrr 4. NO (*Como"IIVI/q]IDlR tMK Kp IOG1m WLSS Ol11D1eS son CD"VNLC[ Ir..I: I1CKI ILmt Q(VA7m1 S "a SU1L[Y o pRg%® IM M S E OPOR Or INM Wren !0 AMP SOAD III! K AGm /P'Pt r ANI MOP 00M. tR1 . NILL L nu ••, at4®i a,"= LI[ w . WIT-O-w IA •• . KMM.M a abodod Dow 101 M wc4wm A Ammon Nv o,I SHMO AM K USED1O AroaTwx'1 SMONW, LAKE Woa . LASpOQIf LR' om W..M 7. WVO= AK W= A331Atm GUM NO ON M LPS MCM AS MSC WWC MA) V1IL • VrLL" a QlW1DMS r Dow AN "a ON P1LgaVLL GMww t'O11CLL Dow or to". Mw onohw m m M. . MLW LDU IOK a WIeCIlE Or AVnt01mAIDV M• on uP • LDA1LlL ROO( SGYF t 1• — DRAWNB7: rc • • will, w .Un 17 . Pon v .tNfDR7 t:ERRnED BY. O! ORDIR NV. .. tc:c PLOT new 05-31-201e roRusou+0 iouNuilMt/aros oo-ao••oo ez4s-re L I • c oti v.nw NORTH ws etnmtc\vRo an ooLs•Nor uc vmeN IW MABLOCO 1W YGIR et7L000"PIANE AS PER 7N' DAtISQRI Lr47144714 z0or r NAP / 121r700o/0 r (oo-ze-o7) w. SCO.Ls / Le f Y-1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l • Documented Construction Value: S OutJobAddress• cou it Lv, Historic District: Yes No f3 Parcel ID: Residential W, Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: PIUTO ,( mi"i S Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information C " vi'E 1 Phone: ` - ,p'- [ `% G d Name i Co*Ctl'{ fiV[1 Street: ) 00 j t Ivy. Fax:. l' 9a rc. City, State Zip: UCrL State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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 laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. fBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that slate: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary-Statc of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of lD Sigfrature 54Kon for/Agent Date lLJV1LNL I tq) CS Print Contractor/Agent's Name glllllER1 F v/ DatC w TSSBA A Signaturpf Notary -Smote of F Aida I t iFF120%5 Z A. Contractor/Agent is Personally Kn434, t,4 Produced 1D Type of 1D tt;A BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Job Address: 2358 Blue Grouse Lane CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: / '01$ I I Documented Construction Value: $ 4989.00 Historic District: Yes No Parcel ID:17-20-31-502-0000-0470 Lot 47 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3 ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Street: 5200 Vineland Rd #100 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code Revised:lune 30.2015 Permit Application 00IQqI NOTICE: In addition to the requirements of this permit, there may be additionnl 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 f'ol be done in compliance with all applicable laws regul signature orOwncr/Agent Dntc Print O,.vner/Agent's Name Signature ol'Notary•State or Florida Date ing information is accurate and that all work will g 96nstructipn and coning. h 10/24/2018 Kevin Stine Print Comroctor/Astent's Name signature Date KELLY WEBSTER Notary Public - State of Florida Commission M FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Agefft1wPRM Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688,5080 Application Number . . . . . 18-00002819 Date 10/24/18 Application pin number . . . 188223 Property Address . . . . . . 2358 BLUE GROUSE LN Parcel Number . . 17.20.31.502-0000-0470 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 290154 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 21.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2684.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1084169 Permit pin number 1084169 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 70.00 Issue Date . . . . 10/24/18 Valuation . . 4989 Expiration Date . . 4/22/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1098.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002819 Date 10/24/18 Property Address . . . . . . 2358 BLUE GROUSE LN Parcel Number . . 17.20.31.502-0000-0470 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1084169 Permit pin number 1084169 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL 0