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2641 Green Swallow Way 18-2459; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000483 BUILDING PERMIT NUMBER: 18-10000483 DATE: May 29, 2018 UNIT ADDRESS: GREEN SWALLOW WAY 2641 17-20-31-502-0000-2420 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK S UARE ENTERPRISES LLC ADDRESS: 5200 V NELAND ROAD STE 100 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2641 GREEN SWALLOW WAY / 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 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 9,000.00 1.000 dwl unit 9,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE i STATE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 242 2410 Sebring C RHG - N Builder Name: Park Square Homes Street: 2641 Green Swallow Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2641.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1241.30 ft2 b. Frame - Wood, Exterior R=11.0 1080.00 ft2 3. Number of units, If multiple family 1 c. Frame - Wood, Adjacent R-11.0 319.67 ftz 4. Number of Bedrooms 4 d. N/A R= f12 10. Ceiling Types (2018.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2018.00 ftz 6. Conditioned floor area above grade (ft2) 2410 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts' R ft2 7. Windows(261.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482 a. U-Factor: DID!, U=0.55 165.00 f12 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.54 48.00 f12 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U-0.58 48.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.641 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2410.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Ede Insulation R=0.0 1588.00 ft29 b. Conservation features b. Floor over Garage R=11.0 430.00 ft2 None c. other (see details) R. 392.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 68.30 Glass/Floor Area: 0.108 PASSTotalBaselineLoads: 71.73 I hereby certify that the plans and specifications covered by Review of the plans and Sr9T6thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O gHE Code. D1gltallysignedbyLeandroLeandroFuentes calculation indicates compliance a 1 Fuentes Date: 2018.05.07073626 with the Florida Energy Code. i ern,-.. `° .• •. O PREPARED BY: _ -0+•oo• Before construction is completed DATE: this building will be inspected for. compliance with Section 553.908 It { ° I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. n OWNER/AGENT: 1/ 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. 5/7/2018 7:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 111111111111111111111111111111111111 fill Parcel IDNumber: l7-20-31-502-0000-29Z0 GRANT MALOY9 SEI'IINOLE COUNTY CLERIC OF C:1.RC:UIT COURT & COMPTROLLER Prepared By Daphne Clark BY, 9153 P9 162 (1F9s) and Park Square Homes CLERK'S T 20180680110 Return To: 5200 Vineland Road, Suite 200 RECORDED ii6/1S/: ii?:26 :3ii I'll RECORDING FEE., 10 i.fjCi Orlando, F132811 RECORDED BY tsm i th NOTICE OF COMAUNCEMENT. State of Florida. 24PT- TheCountyof Seminole. Permit Number: 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. l . Description of Property: LOT 2142, Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public reco s of Seminole C unty, Florida. Address : , Sanford FI 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : 4. 5. 6. 7. Name Address Telephone Fee Simple Title Holder: Contractor Name and Address : Name Address Telephone Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 N. A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 Surety: N.A. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 NOTICEOFCOMMENCEMENT. 11. Date Signed : //a —Signature of Owner's Agent: _ /l^,4 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 j produce 1D. fuggy Notary Public , a Daphne Clark My commission expires: 6/27/19 GINS uNo" SerialNo. FF209108'Notary Signature: Notary seal: OCG0 CE OF S \g, C CR1• ,f Y `O N . C S NO,t• 0'Qv t 4 ` CITY OF FORD FIRE DEPARTMENT JJ— A Building & Fire Prevention Division PERMIT APPLICA TION Application No: ay sz o3. Documented Construction Value: $ Job Address: Z 6 J I Cf-GU, 9 4a l aTW WGty Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- 2 y 10 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 192, Plan Review Contact Person: Daphne Clark Title: Phone:407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Name: Street: City, St, Zip: Bonding Company: N/A Address: Fax: State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 6ie Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application N-6TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be fqund 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 t 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. Z4, -!OJ' Signature ofO%vner/Agent I Atc VISHAAL S GUPTA Print Owner/Agent's Name Signature of N -State of Florida oate Zj Signat, x ure of Contractor/Agent Date VISHAAL S GUPTA Print Contractor/Agent's N / V Signature of No tate of Florida Dat tµrr ltl (COIN+IISSION t FF 209108 My OMISSION t FF 2M08 E)(PIRES: June is June 27, 2019 Owner/Agent i e emaH NSW Me or Contractor/°Agent Is Y rs°oti Known to Me or Produced ID Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [g' MechanicalER- Plumbing ] Gas Roof Construction Type: J6 Occupancy Use: R Flood Zone: X 7 Z Z Af PiPD Total Sq Ft of Bldg: ! Min. Occupancy Load New Construction: Electric - # of Amps, 0 Fire Sprinkler Permit: Yes No &r # of Heads APPROVALS: ZONING:Jdj UTILITIES: COMMENTS: ENGINEERING: wrcc (c-t3-15 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 113. 1 Flo imV. Z 4 to & b r c,,,.9. L, Cf- Z%. # of Stories: 2- Plumbing - # of Fixtures ( Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 9,- '7• Z-1&-- Revised: January 1, 2018 Permit Application CITY OF SkNFO_D FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: 3-ay_Z q Documented Construction Value: $ 29)'790 Job Address: Z 6 1 1 t Ku;, SWCI li o4 I1 )f Historic District: Yes Nowl Parcel ID: 17-20-31-502-0000- 2 q 10 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # I q2, Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES . Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Name: Orlando FL 32811 St t T . N • CRC1330351ae cense o.. Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: 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 FERST 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: 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 tound 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 pen -nit 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. S12JIP Signature of Owner/Agent I fiate VISHAAL S GUPTA Print Owner/Agent's Name Signature of N -State of Florida ate Signature of Contractor/Agent Date VISHAAL S GUPTA Print Contractor/Agent's Na rl,2- r11.11- Signature of Note - tate of Florida Dat p lY Y Yw + p;•••`, D.AaARK 4 ;•. , * lil`f OON91 A. WX 209108 * * W OOMMISSION tl FF 209108 EXPIRES: June 27, 2019EXPIRES: dune 2T, 2019 °+F AoneeO t g get Kota rri Owner/Agent e>39em>1d tiQ OGtsfi" i'Me or Contractoi gent is yg§ ersoti ity .,town to Me or Produced ID Type of ID 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES:a4!5-/'7V1WASTEWATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application Y OF SXNFORD 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: 2641 Green Swallow way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-2420 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O 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: 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# 18-2459 Reviewed by: Michael Cash, CFM Date: June 13, 2018 16isCITY 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 part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. PROJECT•• • Project Location/Address: 2 61) brUJI SV(A 1) Q!0( AV Aerial Installation Directional Bore Jack & Bore Underground Utilities Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location New pole 0 Other (describe): Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) This Application is sub d by' Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: New) Date: fJ2fl 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 co pleted via the following email address: michael.cashPsanfordfl.gov I have read andr$ apd tb6 above statement and by signing this application I agree to its terms. Signature: op;ll Date: c1 I Z if/// Application No: Fee: Date: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Date: Date: (' • 201 gj Date: SCPA Parcel View: 17-20-31-502-0000-2420 http://parceidetai l.scpafl.orgIParcel Detai I Info.aspx?Pl D=1720315020... Pronerty Record Card P Parcel: 17-20-31-502-0000-2420 ecvc aoour+n ctnraox Property Address: 2641 GREEN SWALLOW WAY SANFORD, FL 32773 Parcel Information Parcel 17-20-31-502-0000-2420 Owner(s) BRISSON INV LLC Property Address 2641 GREEN SWALLOW WAY SANFORD, FL 32773 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 53.14 16262 lbc 240 241 Cn 242 - 243 0 62 62 62 78.14 Seminole County GIS Legal Description LOT 242 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority County General Fund Schools - - City Sanford SJWM(Saint Johns Water Management) County Bonds Value Summary _ 2018 Working 12017 Certified Values Values Valuation Method i Cost/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 14,000 Tax Amount without SOH: $266.00 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values 51,000 51.000 51,000 51.000 51.000 - - Taxable Value 0 51.000 0 51,000 0 51.000 0 51.000 0 51.000 Sales — - — - - - - - — -- - - I Description Date Book Page Amount Qualified Vadlmp No Sales Find Comparable Sales] Land -- - - --- - Method Frontage Depth Units Units Price Land Value LOT 1 $51,000.00 $51 Building Information Permits - - Permit # Description Agency Amount CO Date Permit Date I of 2 5/29/2018, 12:13 PM REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: d-TRIGA•L,PEI2IVII•T.-. r:; .;..:.; . • .: ',t_,I' t''•.:;:' +; : a;; :'::;'.2 Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIE"CFIANICAL•PERMIT' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 i xaG 'D cc)'F - FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method nt t11 n.\ Project Name: Lot 242 2410 Sebring C RHG - N Builder Name: Park Square Homes Street: 2641 Green Swallow Way Permit Office: City of nford 2 SANFOR City, State, Zip: Sanford , FL , Permit Number: _ 88 4 5 9 qR Owner: Jurisdiction: 691500 TIA Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2641.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1241.30 ft2 b. Frame - Wood, Exterior R=11.0 1080.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 319.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2018.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2018.00 ft2 6. Conditioned floor area above grade (ft2) 2410 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(261.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482 a. U-Factor: Dbl, U=0.55 165.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.54 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.58 48.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.641 ft. Area Weighted Average SHGC: 0.231 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2410.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1588.00 ft2 b. Conservation features b. Floor over Garage R=11.0 430.00 ft2 None c. other (see details) R= 392.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.108 Total Proposed Modified Loads: 68.30 PASS Total Baseline Loads: 71.73 1 hereby certify that the plans and specifications covered by Review of the plans and F HE Srg1 this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally Leandrocalculation indicates compliance Uj Gq :; Fuentes with the Florida Energy Code. r1,,,. ••., •,,;.,.. , , „ O Date. 2018.05.0707:36:26 PREPARED BY: Fuentes a400 Before construction is completed04 DATE: this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, s designed, is in compliance with the Florida Energy Cod Florida Statutes. OD WE OWNER/ AGENT:_ BUILDING OFFICIAL: DATE: DATE: 7- Z. 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/RESNETACC 380, Is not greater than 0.030 On for whole house. 5/ 7/2018 7:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 242 2410 Sebring C RHG Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2410 Lot # 242 Owner Name: Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 2641 Green Swallow W Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2410 22166.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID - Finished Cooled Heated 1 1st Floor 1588 14768.4 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 822 7398 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- -_-- 430 ftz 11 0.29 0 0.71 2 Slab -On -Grade Edge Insulatio 1 st Floor 132.8 ft 0 1588 ftz 0.29 0 0.71 3 Floor Over Other Space 2nd Floor --__ ---- 392 ftz 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2257 ftz 506 ftz Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 2018 ftz N N 5/7/2018 7:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 2018 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V t# Ornt Tn Wall Type Space value-Et-In-Et___In Area 8-Value-Eraction-AbsorrGrade%- 1 N Exterior Frame - Wood 2nd Floor 11 28 6 9 0 256.5 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 11 6 9 4 107.3 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 31 6 9 0 283.5 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 5. S Exterior Frame - Wood 2nd Floor 11 28 6 9 0 256.5 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 31 6 9 0 283.5 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 37 0 9 4 345.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 34 3 9 4 319.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1 st Floor None 39 3 8 24 ft2 2 Wood 1 st Floor None 39 2 7 6 7 17 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0-in 1 ft 0 in Drapes/blinds None 3 n 2 Metal Low-E Double Yes 0.54 0.25 N 16.0 ft2 7 ft 4 in 1 ft 0 in Drapes/blinds None 4 e 3 Vinyl Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 5 e 4 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 6 s 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 7 s 6 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 s 6 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 7 ft 0 in 1 ft 0 in Drapes/blinds None 9 s 6 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 7 ft 0 in 1 ft 0 in Drapes/blinds None 10 w 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 w 8 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 11 ft 0 in 1 ft 0 in Drapes/blinds- None 12 W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 11 ft 0 in 1 ft 0 in Drapes/blinds None 5/7/2018 7:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 578 ftz 578 ftz 62 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2586.1 141.97 267 .3677 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 47 kBtu/hr 1410 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 Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 482 ft2 Attic 120.5 ft Prop. Leak Free 2nd Floor --- cfm 72.3 cfm 0.03 0.50 1 1 5/7/2018 7:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 Ft7RM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingj Jan Heatin[X} Jan Feb LX} Feb Mar lX] Mar A r Ar Ma ayIM X Jun Jun Jul Jul Au AuSep Se Oct Oct Nov Nov Dec Dec Venting [ ] Jan j Feb X]] Mar Apr May Jun Jul Aug Se Oct X Nov , lX] 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 5n12018 7:33 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2641 Green Swallow Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installatlon.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, 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. 5/7/2018 7:34 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. 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 Seated air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1050F (41'C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/7/2018 7:34 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (381C to 601C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water healers 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 -healing systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 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. 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 5/7/2018 7:34 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1. 1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1 15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. 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 (4.81C). 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. 5/7/2018 7:34 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 5/7/2018 7:34 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2641 Green Swallow Way, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1241.30 f12 b. Frame - Wood, Exterior R=11.0 1080.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 319.67 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 2018.00 ft2 2410 b. N/A R= ft2 c. N/A R= ft2 Area 165.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482 48.00 ft2 12. Cooling systems kBtu/hr Efficiency 48.00 ft2 a. Central Unit 47.0 SEER:16 00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. other (see details) R= f12 13. Heating systems a. Electric Heat Pump 3.641 ft. 0.231 Area 14. Hot water systems 1588.00 ft2 a. Electric 430.00 ft2 b. Conservation features 392.00 ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. therwise, a new EPL Display Card will be completed based on installed Code complia tures. Builder Signature: d7__ Date: S ZSf 8 Address of New Home:1 I l7Y cY S A I V. 4 7City/FL Zip: f Wd kBtu/hr Efficiency 45.5 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat OjTt1E Sr4 Ccr OU W IM0 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/7/2018 7:33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 242 2410 Sebring C RHG - N Builder Name: Park Square Homes Street: 2641 Green Swallow Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind D'D'no and wureno- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snr'nkler cover plates and walls or relfinns- I a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/7/2018 7:34 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 acProt Summary Job: 2410 sabring C RHG wrightsoft' ry Date: 09/13/2017 House By: XF/LWLF One Stop Cooling and Heating 7225 Sardsoove Couf, Wirter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreSfopCoolfng.com License: CAC032444 Project Information For: Park Square Homes Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 cF Outside db 93 OF Inside db 68 cF Inside db 74 cF Design TD 24 cF Design TD 19 cF Daily range L Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 19371 Btuh Structure 22770 Btuh Ducts 6002 Btuh Ducts 11133 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 25373 Btuh Use manufacturers data n Rate/swing multiplier 0.98 BtuhInfiltrationEquipmentsensibleload33090 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2863 Btuh Ducts 2278 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) Equipment latent load 5141 Btuh Volume (ft3) 22494 22494 Air changes/hour 0.37 0.16 Equipment Total Load (Sen+Lat) 38231 Btuh Equiv. AVF (cfm) 140 60 Req. total capacity at 0.75 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR60481-11 Cond 4TWR60481-11 AHRI ref 7563627 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 11750 Btuh Temperature rise 27 cF Total cooling 47000 Btuh Actual air flow 1567 cfm Actual air flow 1567 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 30 'F Input = 0 kW, Output = 0 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlgfhrrtNsoft' 2018-May-04 1639 52 Rigf1-Sute®Uriversal 2018 18.011 RSU23249 Page 1 AC. ..Deydop\TEMP\Lo1242 2410 Sebrirg C RHG - N np Calc = MJ8 Frort Door faces: N wrightsoft• Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardsoove Court, Winter Park FL 32792 Phone. (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCoolirg.00m License: CA0032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By: XF/LM/LF 1 Room name House Krr 2 Exposed well 252.8 ft 365 It 3 Room height 92 fl d 93 It heat/cool 4 Room dimensions 1.0 x 271.0 It 5 Room area 2447.0 fF 271.0 fF Ty Construction U-value Or HTM Area (fF) Load Area (fR) Load number BtuhAl2-4q BtuhlF) or perimeter (A) BWh) or perimeter (A) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/PS Heat Cool 6 V G 12B-Osw 0.097 ne 231 2.89 284 280 645 807 0 0 0 0 4A5-2om 0.540 ne 12.85 23.69 4 0 51 95 0 0 0 0 13A-4ocs 0.143 ne 3.40 3.00 344 332 1130 995 0 0 0 0 4A5-2om 0.540 ne 12.85 23.69 8 0 103 189 0 0 0 0 11 4B5-21m 0.540 ne 12.85 23.69 4 0 51 95 0 0 0 0 y/ 12B-Osw 0.097 se 2.31 299 257 208 479 599 0 0 0 0 4A5-2om 0.540 se 12.85 20.93 4 3 51 84 0 0 0 0LG4A5-2om 0-M Be 13.09 2155 45 11 589 970 0 0 0 0 1cs 3A-4o 0.143 se 3.40 3.00 107 67 228 201 0 0 0 0 4B5- 2frn 0S40 se 12.85 13.78 16 32 206 220 0 0 0 0 11 DO 0390 se 928 1254 24 24 223 301 0 0 0 0 12B• Osw 0.097 sw 231 2.89 284 272 627 783 0 0 0 0 485- 2fv 0540 sw 12.85 20.93 12 8 154 251 0 0 0 0 Vy t--( 13A- 4ocs 0.143 sw 3.40 3.00 414 369 1255 1105 242 227 772 679 41A5- 2om 0-9w sw 13.09 2155 45 11 589 970 15 2 196 323 y/ 12&Osw 0.097 nw 231 2.89 257 242 558 697 0 0 0 0 4A5- 2om 05M nw 13.09 2224 15 0 196 334 0 0 0 0 GI3A• 4ocs 0.143 nw 3.40 3.00 372 264 898 791 98 50 169 149 4A5- tom 0550 nw 13.09 2224 30 0 393 667 0 0 0 0 4A5- 2om 4A5. 2omd 0550 0580 nw nw 13. 09 13. 80 2224 24. 43 30 48 0 0 393 663 667 1173 0 48 0 0 0 663 0 1173 1- 0 12C- Osw 0.091 2.17 1.57 318 301 653 473 0 0 0 0 11DO 0390 n 928 1254 17 17 158 214 0 0 0 0 C 168-30ad 0.032 0.76 1.78 2001 2001 1524 3563 271 271 206 463 F 19C-19csoa 0.049 0.40 032 430 430 174 136 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 1571 133 3730 0 271 37 1025 0 6 c) AED excursion 961 440 Envelope losstgain 15722 17338 3031 3246 12 a) Infiltration 3650 1222 535 179 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpants@ 230 5 1150 0 0 Appliancestother 3060 1200 Subtotal ( lines 6 to 13) 19371 22770 3566 4625 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19371 22770 3566 4625 15 Dud loads 131% 49% 6002 11133 31 % 490/6 1105 2262 Total room load 25373 33904 4671 6887 Air required (dm) 1567 1567 288 318 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtmoTt- 2018-May-041639:52 Rlgtt- SUte®Universal 2018180.11 RSU23249 Page 1 Desktop\ TEMP\Lot 242 2410 Sebring C RHG - N np Calc = MJ8 Front Door laces: N wrightsoft• Right-J® Worksheet House One Stop Cooling and Heating 7225 Sandscove Court, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web. wwwOreStopCoolirg,com License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By: XF/LM/LF 1 Room name GRT KWIC 2 Exposed wall 15.0 ft 80 11 3 Room height 93 it heatbool 9.3 ft heatbool 4 Room dimensions 1.0 x 354.6 ft 8.5 x 80 ft 5 Room area 354.8 tF 68.0 fF Ty Construction U-value Or HTM Area OF) Load Area (fF) Load number BWhRF fl BWh/n or perimeter (A) BWh) or perimeter (A) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt12B-09w 0.097 ne 231 2.89 0 0 0 0 0 0 0 0 4A5-2om OS40 ne 12.85 2369 0 0 0 0 0 0 0 0G 13A-4ocs 0.143 ne 340 300 0 0 0 0 74 74 253 223 4A5-2om 0S40 ne 12.85 23.69 0 0 0 0 0 0 0 0 11 4135-21rn 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0 12B-Osw 0.097 se 231 2.89 0 0 0 0 0 0 0 0 4A5-2om OS40 se 12.85 20.93 0 0 0 0 0 0 0 0 t-GG 4A5-2om 0.550 se 13.09 2155 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0 4135-2fm 0.540 se 12.85 13.78 0 0 0 0 0 0 0 0 11 DO 0390 se 928 1254 0 0 0 0 0 0 0 0 Vjl 12B-Osw 0.097 sw 231 2.89 0 0 0 0 0 0 0 0 t 4B5-2fv 0.540 sw 12.85 20.93 0 0 0 0 0 0 0 0G 13A-4ocs 0.143 sw 3.40 300 0 0 0 0 0 0 0 0t-G 4A5-2om 0550 sw 13.09 2155 0 0 0 0 0 0 0 0 y/ t---G 12B-Osw 0.097 nw 231 2B9 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 3.00 140 110 373 328 0 0 0 0 4A5-2om OS50 nw 13.09 2224 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 1309 2224 30 0 393 667 0 0 0 0 4A5-2omd 05M nw 13.80 24.43 0 0 0 0 0 0 0 0 q-D 12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 1254 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.78 316 316 240 562 43 43 32 76 F 19C-19cscP 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 2808 0.00 355 15 421 0 68 8 225 0 6 c) AED excursion 184 15 Ernelope loss/gain 1427 1741 510 284 12 a) Infiltration 220 74 117 39 b) Room ventilation 0 0 0 0 13 Internal gains Oocupants@ 230 0 0 0 0 Appliancesrother 900 0 Subtotal (lines 6 to 13) 11647 2715 627 323 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 257 181 0 0 14 Subtotal 1904 2896 627 323 15 Dud loads 31% 491/6 590 1416 31% 499/6 194 158 Total room load 2494 4312 822 481 Air required (dm) 154 199 51 22 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlgtitBOTt' 2018-May-041639:52 Righ-Suite®Uriversal201818.0.11 RSU23249 Page Deslaop\TEMP\Lot 242 2410 Sebrirg C RHG - N rcp Calc = W8 FrontDoor faces: N f IF vvrightsoft' Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.OneStopCoolirg com License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By: XF/LM I-F 1 Room name NBTH LNDY 2 Exposed wall 9D A 0 fl 3 Room height 93 A heat/cool 93 It heaf/cool 4 Room dimensions 1 D x 139.0 It 6.0 x 85 If 5 Room area 139.0 fF 51 D fF Ty Construction number U-value Btuh/lF-4l Or HTM Bt.JW Area (fF) or perimeter (0) Load Btuh) Area (11F) or perimeter (II) Load BWh) Heat Cool Gross N/PIS Heat Cool Gross N/PS Heat Cool 6 V I G 12B-Osw 4A5-2om 13A-4ocs 0.097 0.540 0.143 ne ne ne 2.31 1285 340 2.89 23.69 300 0 0 84 0 0 76 0 0 258 0 0 227 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5-2om 4135.2f n 0.540 0.540 no ne 1285 12.85 23.69 23.69 8 0 0 0 103 0 189 0 0 0 0 0 0 0 0 0 y/ G 12B-Osw 4A5.2om 4A5.2om 0.097 0.540 0-M se se se 231 12.85 1309 229 20.93 21.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G 13A-4ocs 465.2fm 0143 0.540 se se 3.40 12.85 3.00 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L-G 1100 12B-Osw 4B5-2fv 0390 0097 0.540 se sw sw 928 2.31 12.85 12.54 2.89 20.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 13A-4ocs 4A5-2om 0.143 0550 sw sw 3.40 13.09 3.00 21 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G VjJ T-G 12B-0sw 4A5-2om cs3A-4o 0.097 0550 0.143 rrN nw nw 231 13.09 3.40 2.89 2224 300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om 4A5-2omd 0550 0550 0580 nw nw nw 13.09 13.09 13.80 2224 2224 24.43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Ti1 R 12C-Osw 0.091 2.17 157 112 112 242 175 56 56 121 88 I--D 11 DO 0.390 n 928 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0 F 19C-19a p 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 2808 0.00 139 9 253 0 51 0 0 0 6 c) AED excursion 28 26 Envelope loss/gain 855 564 121 62 12 a) Infiltration 132 44 0 0 b) Room ventilation 1 0 0 0 0 13 Internal gains: Omipants@ 230 0 0 0 0 Appliances/other 0 500 Subtotal(lines 6to13) 987 608 121 562 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 180 127 14 Subtotal 987 608 301 689 15 Dud loads 1 31 % 49°/ 306 297 31%1 491/6 931 337 ToW room load 1292 905 1 394 1026 Air required (dm) 80 42 24 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rw wrlghtaoit- 2018-May-041639:52 Righ-Scite4DUniversal 2018180.11 RSU23249 Page 3 Desldop\ TEMP\Lot 242 2410 Sebring C RHG - N.r p Calc =" Front Door faces. N wrightsoft- Right-J® Worksheet House One Stop Cooling and Heating 7225 Sandsoove Court, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By-. XF/LM/LF 1 Room name PWDR STC1 2 Exposed well 0 11 0 fl ' 3 Room height 9.3 fl heaV000l 93 fl heat/000l 4 Room dimensions 55 x 55 h 1.0 x 41.8 fl 5 Room area 30.3 fR 418 fF Ty Construction number U-value BtuW4g Or HTM Btu Area (fP) or perimeter (ft) Load Btuh) Area (f 2) or perimeter (A) Load Bhuh) Heat Cool Gross N/P/5 Heat Cool Gross N/P/S Heat Cool 6 Vr 12B-Osvv 0.097 ne 231 2119 0 0 0 0 0 0 0 0 4A5.2om 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0 13A-40cs 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0 4A5.2om 05Q ne 12B5 23.69 0 0 0 0 0 0 0 0 11 4B5-2fm 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0 12B-Osw 0.097 se 2.31 2E9 0 0 0 0 0 0 0 0 Lj 4A5-2om 0540 se 12.85 20.93 0 0 0 0 0 0 0 0 4A5.2om 0550 se 13.09 2155 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0 4B5-2frn 0S40 se 12.85 13.78 0 0 0 0 0 0 0 0 Il 0 11 DO 0.390 se 928 1254 0 0 0 0 0 0 0 0 yI 12B-0s+v 0.097 sw 231 2.89 0 0 0 0 0 0 0 0 4B5.2ty 0540 sw 12.85 20.93 0 0 0 0 0 0 0 0G y! 13A-4os 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 I-G 4A5.2om 0550 s v 13.09 2155 0 0 0 0 0 0 0 0 y! L--C 12B-Os+v 0.097 nw 231 2.89 0 0 0 0 0 0 0 0 4A5-2om 05W nw 13.09 2224 0 0 0 0 0 0 0 0 yyylll 13vhA-4ocs 0.143 rrw 3.40 3.00 0 0 0 0 0 0 0 0 4A5.2om 05W r1w 13.09 2224 0 0 0 0 0 0 0 0 4A5.2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 4A5.2omd 0-%0 nw 13.80 24.43 0 0 0 0 0 0 0 0 Fj 12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0 fD 11 DO 0390 n 928 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 30 0 0 0 42 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesbther 10 0 Subtotal (lines 6 to 13) 0 10 0 0 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 566 399 0 0 14 Subtotal 566 409 0 0 151 ud 11 1 31% 490/6 175 1 01 490/6 0 0 Total room load 741 608 0 0 Air required (cfm) 46 28 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rw wrlgFi,teolt- 2018-May-041639.52 Riglt-Sute®Uriversal 2018 18.0.11 RSU23249 Page 4 Desklop\TEMP1Lot 242 2410 Sebrirg C RHG - N «p Calc = ME From Door laces: N wrightsoft" Right-M Worksheet House One Stop Cooling and Heating 7225 Sarclsowe Court, W irter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling oom License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By: XF/LM/LF 1 Room name WIC Mrol 2 Exposed well 0 ft 35 ft 3 Room height 93 ft heaftiol 9.3 ft heat/000l 4 Room dmensiorls 1.0 x 24.9 ft 6.0 x 35 ft 5 Room area 24.9 fF 21.0 fR Ty Construction U-value Or HTM Area (IF) Load Area OF) Load number Bb M--9 Bfu!Vll or perimeter (f) BWh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 4/ L--(^ 12B-0sw 4A5-2om 13A-4ocs 0.097 0540 0.143 ne ne ne 231 12.85 3AO 2.89 23.69 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 29 0 0 97 0 0 86 11 4A5-2om 4135-2fm 0540 0540 ne ne 12.85 12.85 23.69 23.69 0 0 0 0 0 0 0 0 0 4 0 0 0 51 0 95 tj12B-Osw 4A5-tom 4A5-2om 0097 0.540 0550 se se se 231 12,85 13.09 2.89 20.93 2155 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tJD13A-4ocs 4135-2f n 0.143 0540 se se 3.40 12.85 3.00 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G 11DO 12B-Osw 4B5-2fv 0390 0 097 0540 se sw sw 928 231 12.85 1254 2.89 20.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ I--( 13A-4ocs 41A5-2om 0.143 0550 sw sw 3.40 1309 3.00 2155 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G 12B-Osw 4A5-2om 13A-4ocs 0.097 0550 0.143 nw nw nw 2.31 13.09 3.40 2,89 2224 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VVVjjjJJJ 4A5-2om 4A5-2om 4A5-2omd 0550 0550 0580 nw nw nw 13.09 13.09 13,80 2224 2224 24.43 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 12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 928 1254 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.76 25 25 19 44 0 0 0 0 F 19C-19cscp 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-q)n 1.180 28.08 0.00 25 0 0 0 21 4 98 0 6 c) AED excursion 2 9 Erlvelope loss/gain 19 42 247 172 12 a) Infiltration 0 0 51 17 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 119 42 298 189 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19 42 298 189 15 Dud loads 31% 490/6 6 21 31% 49% 92 92 Total room load 25 63 1 391 281 Air required (dm) 2 3 24 13 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 40- wrrlghesoie- 2018-May-04 1639 52 Riglt-Sute®Universal 201818.0.11 RSU23249 Page Desktop\TEMP\Lot 242 2410 Sebring C RHG - N rcp Calc - M18 Frori Door faces: N wrightsoft• Right-J® Worksheet House One Stop Cooling and Heating 7225 Sandscove Coot, Wirier Park, FL 32792 Phors. (407) 629 -6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling com License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By. XF/LM/LF 1 Room name DINE FOY 2 Exposed wail 12.5 A 17.4 ft 3 Room height 93 ft heat/000l 93 ft heat/cool 4 Room dimensions 1.0 x 127.5 ft 1.0 x 162.0 ft 5 Room area 127.5 fF 1620 fF Ty Construction U-value Or HTM Area OF) Load Area OF) Load number Btuh4F-cq Btu or perimeter (A) Bbuh) or perimeter (ft) 8tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12B-0sw 0.097 ne 231 2.89 0 0 0 0 0 0 0 0 G 4A5.2om 0.540 ne 12.85 23.69 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0.540 ne 12.85 23.69 0 0 0 0 0 0 0 0 11 4B5-2fm 0S40 ne 12.85 23.69 0 0 0 0 0 0 0 0 12B-Osw 0.097 se 231 2B9 0 0 0 0 0 0 0 0 G 4A5-2om 0.540 se 12.85 20.93 0 0 0 0 0 0 0 0 V- --CGG' 4A5.2om 0550 se 13.09 2155 0 0 0 0 0 0 0 0 13A-4ocs 0.143 se 3.40 3.00 0 0 0 0 107 67 228 201 4135-2fm 0540 se 12.85 13.78 0 0 0 0 16 16 206 220 11DO 0390 se 928 1254 0 0 0 0 24 24 223 301 Vjl 12&Osw 0.097 sw 231 2.89 0 0 0 0 0 0 0 0 4B5-2M 0.540 sw 12.85 20.93 0 0 0 0 0 0 0 0 Vj! 13A-4ocs 0.143 sw 3.40 3.00 116 86 294 258 56 56 190 167 t-G 4A5-2om 0S50 sW 13.09 2155 30 4 393 646 0 0 0 0 yl 12B-09N 0.097 nw 231 2.89 0 0 0 0 0 0 0 0 4A5-2om 0-950 nw 13.09 2224 0 0 0 0 0 0 0 06 VVjjJJ 13A-4ocs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 I--G 4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 4A5-2om 0550 rnv 13.09 2224 0 0 0 0 0 0 0 0 4A5-2omd 0580 nw 13.80 24.43 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.17 157 0 0 0 0 151 134 290 210 I-D 11DO 0390 n 928 1254 0 0 0 0 17 17 158 214 C 1613-30ad 0.032 0.76 1.78 128 128 97 227 85 85 65 152 F 19C-19axp 0049 0.40 032 0 0 0 0 0 0 0 0 F 22A-qxn 1.180 28.08 0.00 128 13 351 0 162 17 489 0 6 c) AED excursion 165 67 Envelope losstgain 1134 1297 1849 1398 12 a) Infiltration 183 61 256 86 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal (lines 6 to 13) 1318 1358 2105 1484 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1102 776 2105 1484 14 Subtotal 2419 2134 0 0 15 Dud loads 31 % 490/6 749 1044 31 % 499/6 0 0 Total room load 3169 3178 0 0 Air required (dm) 1 196 147 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w 2018-May-041639:52 Right-Srtte®Universal 2018 18.0.11 RSU23249 Page 6 Desldop\TEMMLot 242 2410 Sebring C RHG - N.r p Calc = MA Frort Door faces: N wrightsoft• Right-J® Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, Miter Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOnaSlopCoolirg oom License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By: XF/LM/LF 1 Room name BRIM BTH3 2 Exposed wall 27.0 It 55 fl 3 Room height 9.0 It heaV000l 90 It heat/cool 4 5 Room dimensions Room area 145 x 125 it 1813 112 11.0 x 55 ft 605 fF Ty Construction U-value Or HTM Area (fly Load Area (fl2) Load number Btuh4iz-'F) Bbjw or perimeter (f) BNh) or perimeter (A) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy C 12B-0sw 4A5.2om 13A-4ocs 0097 0540 0.143 ne ne ne 2.31 12.85 3.40 2.89 2369 3.00 113 0 0 113 0 0 260 0 0 325 0 0 50 4 0 46 0 0 105 51 0 131 95 0 11 4A5.2om 4B5.2fm 0540 0540 ne ne 12.85 12.85 23.69 23.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128-0sw 4A5-2om 4A5-2om 0.097 0540 0-950 se se se 231 12.85 13.09 2B9 20.93 2155 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V11 t-2 13A-40cs 4B5-21n 0.143 0540 se se 3.40 12.85 300 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D t-G 11 DO 12B-Osw 4B5-2N 0390 0.097 0540 se sw sw 928 231 12.85 1254 2.89 20.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L-( 13A-4ocs 4A5-2om 0.143 0550 sw sw 3.40 13.09 3.00 2155 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-C 12B-09w 4A5.2om 13A-4ocs 0.097 0550 0.143 nw nw nw 231 13.09 3.40 2.89 2224 3.00 131 15 0 116 0 0 267 196 0 333 334 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2om 4A5-2omd 12C-Osw 0550 0-950 0580 0.091 nw nw nw 13.09 13.09 13.80 2.17 2224 2224 24.43 157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0q L-D 11 DO 0390 n 926 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.76 1.78 181 181 138 323 61 61 46 108 F 19C•19csg1 0.049 0.40 032 0 0 0 0 28 28 11 9 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 46 16 Envelope loss/gain 861 1360 214 326 12 a) Infiltration 383 128 78 26 b) Room ventilation 0 0 0 0 13 Intemalgains: Occupants 230 1 230 0 0 Appliancesbther 0 0 Sublotal (lines 6 to 13) 1244 1719 292 353 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 173 180 0 0 14 Subtotal 1417 1898 292 353 15 Dud loads 1 31% 499/6 439 928 31%1 499/6 901 172 Total room load 1855 2827 382 525 Air required (dim) 115 131 24 24 Calculations approved byACCAto meet all requirements of Manual J Sth Ed. f}.t- 2018-May-041639:52 AWK Right-SLAeOUniversal2018 18 0 11 RSLI23249 Page 7 Desldop\TEMP\Lot 242 2410 Sebring C RHG - N.r p Calc - MJ8 Front Door faces: N wrightsoft• Right-JO Worksheet House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web' wwwOneStoptootirg com License: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By: XF/L.WLF 1 Room name BRW BRW 2 EVosed wall 29.0 ft 265 ft 3 Room heigM 9.0 ft heattool 9.0 ft heaUmol 4 Room dimensions 1.0 x 188.3 ft 14.0 x 125 It 5 Room area 188.3 fR 175.0 fR Ty Construmon number U-value BbjM-`F) Or HTM Btuhft Area 09 or perimeter (f) Load Btuh) Area (ft2) or perimeter (II) Load BWh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 12B-0sw 0.097 ne 231 2.89 122 122 280 351 0 0 0 0YG4A5-2om 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0 13A-4ocs 0.143 ne 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0 11 4B5-2fm O.540 ne 12.85 23.69 0 0 0 0 0 0 0 0 12B-Osw 0.097 se 231 2B9 131 112 257 322 126 96 222 277 4A5-2om 0540 se 12.85 20.93 4 1 51 84 0 0 0 0 4A5-2om 0.550 se 13.09 2155 15 2 196 323 30 4 393 646 13A-4ocs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0 4B5.2fm 0540 se 12.85 13.78 0 0 0 0 0 0 0 0 11 DO 0390 se 928 1254 0 0 0 0 0 0 0 0 12B-Osw 0.097 sw 231 2B9 9 9 21 26 113 113 260 325 4B5-2tv 0540 sw 12.85 20.93 0 0 0 0 0 0 0 0 Vj! 13A-4ocs 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 4A5.2om 0550 Sw 13.09 2155 0 0 0 0 0 0 0 06 y/ 1213-09v 0.097 nw 231 2.89 0 0 0 0 0 0 0 0 T-C 4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 05W nw 13.09 2224 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 4A5-2omd 0580 nw 13.80 24.43 0 0 0 0 0 0 0 0 fj 12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0 D 11 DO 0390 n 928 1254 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.78 18B 188 143 335 175 175 133 312 F 19C-19csoa 0.049 0.40 032 188 188 76 59 175 175 71 55 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 50 108 Emelope loss/gain 1026 1550 1078 1723 12 a) Infiltration 411 138 376 126 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 1 230 1 230 Appliancestother 0 0 Subtotal (lines6 to 13) 1437 1918 1454 2079 Less eMemalload 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 0 0 0 0 14 Subtotal 1437 1918 1454 2079 15 Dud loads 1 311% 49°/ 445 93B 31% 49% 450 1016 Total room load 1882 2856 1904 3095 Air required (dm) 116 132 118 143 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r wrlgF tmoTt- 2018-May-041639:52 rA "' FLgti-Scite®Uriversal2018180.11 RSLI23249 Page Desleop\TEMP\Lot 242 2410 Sebrirg C RHG - N.np Calc - MM Frort Door faces N wrightsoft• Right-JO Worksheet House One Stop Cooling and Heating 7225 Sandscove Court. Wirier Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com Lloerse: CAC032444 Job: 2410 Sebring C RHG Data: 09/13/2017 By: XF/LM/LF 1 Room name STC2 4.OT 2 Exposed well 0 fl 8.5 A 3 Room height 9.0 11 heat/000l 9.0 fl heat/000l 4 Room dmensons 1.0 x 56.8 fl 85 x 35 A 5 Room area 568 fF 292 fF Ty Construction number U-value BtuhAI-fl Or HTM BtUK" Area (M or perimeter (fl) Load BWh) Area (M or perimeter (A) Load BWh) Heat Cool Gross N/P/S Heat Cool Gross N/PS Heat Cool 6 yl C 12B-Osw 4A5-2om 13A-4ocs 0.097 0540 0.143 ne ne ne 2.31 12.85 3.40 2.89 23.69 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/ 05-2om 4B5-2Im 0.540 0540 ne ne 12.85 12.85 23.69 23.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-Osw 4A5-2om 4A5.2om 0.097 0.540 05W se se se 2.31 12.85 13.09 2B9 20.93 2155 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 4B5-2fm 0.143 0.540 se se 3.40 12.85 300 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G 11 DO 12B-Osv 4B5-2fv 0.390 0.097 0.540 se sw sw 928 2.31 12.85 1254 2.89 20.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VI/ t----G 13A-4ocs 4A5-2om 0143 0550 sw sw 3.40 13.09 3.00 2155 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ t--G 1213.0sw 0.097 nw 2.31 2.89 0 0 0 0 77 77 177 221 05.2om 13A-4ocs 05W 0.143 row nw 13.09 3.40 2224 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 05.2om 4A5-2omd 05M 0550 0.580 nw nw nw 13.09 13.09 13.80 2224 2224 2443 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fj 12C-OsW 0.091 2.17 157 0 0 0 0 0 0 0 0 t-D 11 DO 0.390 n 928 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 57 57 43 101 30 30 23 53 F 19C-19cscP 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 14 Envelope loss/gain 43 97 199 260 12 a) Infiltration 0 0 121 40 b) Room ventilation 0 0 0 0 13 Internal gains: Oowpants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6to 13) 43 97 320 300 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 43 97 320 300 14 Subtotal 0 0 0 0 15 Dud loads 31% 49% 0 0 31 % 499/6 0 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. rr wrlghGsoit' 2018-May-041639:52 Right-SuteGUniversal 2018180.11 RSU23249 Page Desldop\ TEMP\Lot 242 2410 Sebring C RHG - N.r p Calc - A418 Front Door faces" N wrightsoft• Right-JO Worksheet House One Stop Cooling and Heating 7225 Sandscove Court, W irter Park. FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreSlopCoolirg oom Lioerse: CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By. XF/LM/LF 1 Room name STIR LOFT 2 Elposed well 13.0 If 10.5 A 3 Room height 9.0 ft heat/cool 9.0 1t heaUmol 4 Room dimensions 55 x 75 ft 10 x 143.5 ft 5 Room area 413 fF 143.5 112 Ty Construction number U-value BWhRIz-F) Or HTM Btu Area W) or perimeter (t) Load BWh) Area OF) or perimeter (A) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/5 Heat Cool 6 W 12B-Osw 0 097 ne 231 2.89 0 0 0 0 0 0 0 0 L 4A5.2om 0.540 ne 12,85 23.69 0 0 0 0 0 0 0 0 VL213A-4ocs 0.143 no 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0540 ne 12.85 23.69 0 0 0 0 0 0 0 0 11 4B5.2fm 0540 no 12.85 23.69 0 0 0 0 0 0 0 0 12B-09N 0.097 se 231 2.89 0 0 0 0 0 0 0 0 4A5.2om 0.540 se 12.85 20.93 0 0 0 0 0 0 0 0 4A5.2om 0550 se 13.09 21.55 0 0 0 0 0 0 0 0 V 13A-4ocs 0.143 se 3.40 3.00 0 0 0 0 0 0 0 0 I-G 4B5-2hn 0S40 se 12.85 1378 0 0 0 0 0 0 0 0 p 11 DO 0390 se 928 1254 0 0 0 0 0 0 0 0 t-G 12&Osw 0.097 sw 231 2.89 68 68 156 195 95 83 190 238 4B5-2fv 0.540 sw 12.85 20.93 0 0 0 0 12 4 154 251 Vj/ 13A-4ocs 0.143 sw 3.40 3.00 0 0 0 0 0 0 0 0 L--G 4A5.2om 05W sw 13.09 21.55 0 0 0 0 0 0 0 0 t-G 12B-Osw 0.097 nw 231 299 50 50 114 143 0 0 0 0 4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 7G13A- 4ocs 0.143 nw 3.40 3.00 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 13.09 2224 0 0 0 0 0 0 0 0 4A5-23m 05W nw 13.09 2224 0 0 0 0 0 0 0 0 4A5-2omd 0580 nw 13.80 24.43 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.17 157 0 0 0 0 0 0 0 0 f--D 11 DO 0390 n 928 1254 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 41 41 31 73 144 144 109 256 F 19C-19cscp 0.049 0.40 032 0 0 0 0 39 39 16 12 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 21 39 Emelope loss(gain 302 391 470 797 12 a) Infiltration 184 62 149 50 b) Room ventilation 0 0 0 0 13 Internal gains: Ooatpants@ 230 0 0 0 0 Applianoesbther 0 450 Subtotal (lines 6 to 13) 486 452 619 1296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 166 163 24 54 14 Subtotal 652 616 643 1350 15 Dud loads 1 31% 499/6 202 301 31%1 499/6 1 1991 660 Total room load 1 853 917 842 2011 Air required (dm) 53 42 52 93 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rw 2018-May-041639'52 lak Right-Sute®Uriversal201818011 RSLI23249 Page 10 Desldop\TEMP\Lol 242 2410 Sebrirg C RHG - N.np Calc - MM FrortDoor faces N wrightsoft• Right-JO Worksheet House One Stop Cooling and Heating 7225 Sandscove Coin, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web, wwwOneStopCoolirg.com License- CAC032444 Job: 2410 Sebring C RHG Date: 09/13/2017 By- XF/LM/LF 1 Room name MBRM 2 Exposed well 30.9 It 3 Room height 9.3 It heat/000l 4 Room dmensions 1.0 x 279.6 It 5 Room area 279.6 IF Ty Construction U-value Or HTM Area (IF) Load Area Load number BtuM-'n Bbjw or perimeter (II) BWh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12B-Osw 0.097 ne 2.31 2.89 0 0 0 0 G 4A5.2om 0540 ne 12.85 23.69 0 0 0 0 13A-4ocs 0.143 no 340 300 153 153 522 460 4A5-2om 0540 ne 12.85 23.69 0 0 0 0 11 4135-2hn 0540 no 12.85 23.69 0 0 0 0 v 12B-0sw 0.097 se 231 2.89 0 0 0 0 b 4A5-2om 0540 se 12b5 20.93 0 0 0 0C G 4A5-2om 0550 se 13.09 2155 0 0 0 0 Vjl 13A-4ocs 0.143 se 3AO 3.00 0 0 0 0 G 485-2(m 0540 se 12.85 13.78 0 0 0 0 p 11 DO 0.390 se 928 1254 0 0 0 0 yl 12B•0sw 0.097 sw 231 2,89 0 0 0 0 4B5-21v 0.540 sw 12.85 20.93 0 0 0 06 yJ L-( 13A-4ocs 4A5-2om 0.143 0550 sw sw 3.40 13.09 3.00 2155 0 0 0 0 0 0 0 0 y! t-G 128-Osw 0.097 nw 231 2.89 0 0 0 0 4A5.2om 0550 aw 13.09 2224 0 0 0 0 13A-4ocs 0.143 nw 3.40 300 135 105 357 314 4A5.2om 0550 nw 13.09 2224 30 0 393 667 4A5-2om 4A5-2omd 0550 0580 nw rry 13.09 13.80 2224 24.43 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 2.17 157 0 0 0 0 L-D 11 DO 0290 n 928 1254 0 0 0 0 C 16B-30ad 0.032 0.76 1.78 258 25B 196 459 F 19C-19cslcp 0.049 0.40 032 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 280 31 86B 0 6 c) AED exwrsion 129 Envelope loss/gain 2336 2029 12 a) Infiltration 454 152 b) Room ventilation 0 0 13 Internal gains: Oaupants @ 230 2 460 Applianoesbther 0 Subtotal (lines 6 to 13) 2791 2641 Less etternal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2791 2641 Duciloads 131%1 499/6 865 1291 r Total room load 3655 3932 Air required (cfm) 226 182 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Vi- w lghtsolt' 201B-May-04163952 A "" "' ` " Rigl1-Sute®Uriversal2018 180.11 RSU23249 Page 11 Derwop\TEMP\Lo1242 2410 Sebring C RHG - N.rnp Calc - KB FrortDoor faces: N wrightsoft• Duct System Summary House One Stop Cooling and Heating 7225 Sardscove Coul, Winter Park FL 32792 Phone (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoohng corn License. CAC032444 For: Park Square Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual air flow Total effective length (TEL). Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.271 /0.069 in H2O 0.111 in/100ft 1567 cfm 307 Supply Branch Detail Table Job: 2410 Sebring C RHG Date: 09/13/2017 By. XF/LM/LF Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.271 /0.069 in H2O 0.111 in/100ft 1567 clm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BRM2 c 2827 115 131 0.154 7.0 Ox0 MFx 31.7 145.0 st2 BRM3 c 2856 116 132 0.159 7.0 Ox0 MFx 30.5 140.0 st2 BRM4 c 3095 118 143 0.149 7.0 Ox0 MFx 31.7 150.0 st2 BTH3 c 525 24 24 0.163 4.0 Ox0 MFx 26.1 140.0 st2 DINE h 3169 196 147 0.123 8.0 Ox0 MFx 45.5 175.0 st4 GAT c 4312 154 199 0.121 7.0 Ox0 MFx 45.2 180.0 st4 KIT c 3443 144 159 0.130 7.0 Ox0 MFx 38.0 170.0 st4 KIT -A c 3443 144 159 0.123 7.0 Ox0 MFx 45.4 175.0 st4 LNDY c 1026 24 47 0.122 4.0 Ox0 MFx 52.5 170.0 SO LOFT c 2011 52 93 0.151 6.0 Ox 0 MFx 29.1 150.0 st2 MBRM h 3655 226 182 0.133 8.0 Ox 0 MFx 43.4 160.0 st3 METH h 1292 80 42 0.130 5.0 Ox 0 VIFx 44.6 165.0 SO MTOI h 391 24 13 0.125 4.0 Ox 0 MFx 47.7 170.0 SO MWIC h 822 51 22 0.135 4.0 Ox 0 MFx 41.7 160.0 SO PWDR-A h 741 46 28 0.111 4.0 Ox 0 MFx 60.1 185.0 SO STR-A h 853 53 42 0.136 4.0 Ox 0 MFx 39.4 160.0 st2 WIC c 63 2 3 0.137 4.0 Ox 0 MFx 38.3 160.0 SO C wrigFrtsoft' Right-Sute®Uriversa12016 18.0.11 RS1123249 Desktop\TEMP\-ot 242 2410 Sebring C RHG - N np Catc = KM Frort Door faces N 2018-May-04 1639 54 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 PeakAVF 1567 1567 0.111 887 18.0 0 x 0 VinlFlx st4 PeakAVF 638 664 0.121 622 14.0 0 x 0 VinIFIX st3 st2 PeakAVF 477 565 0.136 720 12.0 0 x 0 VinlFlx st1 st3 PeakAVF 1090 1002 0.111 781 16.0 0 x 0 VinlFlx st1 Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rsb9 Ox 0 118 143 62.0 0.111 410 8.0 Ox 0 VIFx rt1 rsb8 Ox 0 116 132 55.3 0.124 378 8.0 Ox 0 VIFx rt1 rsb6 Ox 0 167 173 52.8 0.130 496 8.0 Ox 0 VIFx rt1 rb1 Ox 0 1166 1119 49.8 0.138 660 18.0 Ox 0 VIFx rt1 Name Trunk Type Htg cfm) Clg cfm) Design FIR Veloc. fpm) Diam in) H x W in) Duct Material Trunk rt1 PeakAVF 1567 1567 0.111 718 20.0 0 x 0 VnlFlx wrightsoft• 2019-May-04 1639:54 Rigl-l-Sute®Uriversal201818.0.11RSU23249 Page Deslaop\TEMP\I.ol 242 2410 Sebring C RHG - N.rtp Calc - MJ6 Fror1 Door laces: N 9 Static Pressure and Friction Rate Job: 2410 Sebring C RHG wri htsoftt Date: 09/13/2017 House By: XFAULF One Stop Cooling and Heating 7225 Sardscove Cout, Wirier Park, FL 32792 Plnne, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling,com Lioarse CAG032444 For: Park Square Homes Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply ft) Measured length of run -out 34 Measured length of trunk 26 Equivalent length of fittings 185 Total length 245 Total effective length Heating i n/1001t) Supply Ducts 0.111 OK Return Ducts 0.111 OK Return ft) 7 15 40 62 307 Cooling in/100ft) 0.111 OK 0.111 OK Fitting Equivalent LengthDetails supply 4X--35, 11 A=20,111=10, 11 G--5,11 G=5,11 Gam, 11 G=5,11 Gam, 11 G=5, 11 Gam, 11 M=20, 11 G=5, USR1 =60: Total EL=185 Return 6M=20, 11 Gam, 5E1=10, 11 Gam: TotalEL-t0 t 4 wrightsoft• 2018-May-041639:54 r,.. Rigti-SJIe®Uriversal201818b.11 RSU23249 Page 1 Desldop\TEMPO-ol 242 2410 Sebring C RHG - N np Catc = MJ8 Fror1 Door faces N KfT 10x8 159 cfm 7 •1 8' F BB 2 MID DINE 196 cfn EF 1 - VrR Level 1 GRT MBRM 1000 i226 cfm 10x8 16 x 16 199 cfm 14 c8 cfm 7' 8' q • WIC 1 7 • Sup Rlter 16 • 4 • 8x4 8x4 51 cfm 14' 5' `4 MW IC STC1 4 wc- F88 1 80 cfm 4 - 10x6 2 c t.I 8x4 wDR 4 7cfm 468x4I-Noy 7 METH GARAGE EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FEB = Feld Built Box EF1- VrW EF1- VTW EFL1 -VrW DV - VTW Job #: 2410 Sebring C RHG Scale:1 : 73 mPerfored by XF/LWLF for: One Stop Cooling and Heating Page 1 Park Square Homes 7225 Sandscove Court Right-Sute®Unkersal2018 Winter Park FL 32792 180.11 RSU23249 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018-May041637.41 vwvw.OneStopCooling.com 1242 2410 Sebring C RHG - N rup Level 2 Sup Poser 16- DAMPER 16 • \ 7 12" BYPASS 18• r STR BRIV12 Bx4 STC2 53 cfm 10X10 12" DAMPER 6 • 173 cfm 1 cgm 14912 1166 13cfm 0m LOFT7" 11 8x4 24cfm BTH3T 7' 8 143 cfm 7 " 132 cfm or 10x8 143 cfm 132 cfm 10x8 10X10 IOX10 BRM4 I BRM3 Job M 2410 Sebring C RHG Performed by XF/LM/LF for: Park Square Homes Zane Danpa 1 - 16- Zane Danpa 2 - 12' B/pess D-W - 12" EFt - VTR EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFU = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling oom Scale:1 : 73 Page 2 Right -Suites Ud%ersat 2018 18011 RSU23249 2018-May- 041637.41 t 242 2410 Sebring C RHG - Rrup rd yw e< nl . 1 n 7ebr Zy' o L v scotf 1'Mw,o'iv S r.,c cK zinc, RFCOTZF) COPY DESCRIPTION AS FURNISHED: Lot 242, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America 3P 18-2,159 / IN . DATE_(L L L Ok to construct single family home with setbacks and impervious area shown on plan. y3.1 °lo t&A?• 2410 SOa ci no, - G, Cxiz LOT 243 P.C. 53.14 SETBACKS AS FURNISHED FRONT 25'(•) REAR = 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED FINSHED SPOT GRADE ELEVATIONS P NS LOT'245 N 89043'03" E A.o nn' LOT 241 N 89043'03" E (B.B.) 62.00' CRE-E'N STALL 0 X XA Y PER DRAINAGE LA G V- = PROPOSED DRAINAGE FLOW 09 LOT GRADING TYPE APROPOSEDF.F. PER PLANS = 25.2' 50' PRIVATE R/W) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 7,130 t SQUARE FEET FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK DRIVE 6211 122- 743 >` SQUARE FEET FOUNDATION/PAD 2,166 f SQUARE FEET WALKS 491 310= 359 t SQUARE FEET REAR PATIO 182 t SQUARE FEET FRONT PORCH DECK 83 f SQUARE FEET SOD 4,0161 250 - 4,266 t SQUARE FEET POOL DECK N/A f SQUARE FEET NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED ' CRUISIENME'YER-SCOTT L7G ASSOC, INC• - LAND SURVEYORS LEGCND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT F • FIELD PDL • POINT ON LINO TYP. • TYPICAL NOTES: IP. IRON PVC PRT_ POINT OF RCVERSC CURVATURE LG. POINT OF COMPOUND CURVATURE I THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR. Roo RODROD C.M. CONCRETE MONUMENT RAD • RADIAL PROFESSIONAL. SURVEMRS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET IA 1/2' IR ./LLB 4596 NIL RON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR5 SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERCD W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PXLB • POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFEUI THIS PROPERTY. O.C. POINT OF COMMENCEMENT X-R PERMANENT REFERENCE MONUMENT A. NO (INOU.-.ROUND IMPROY:MEMTS HAVE BEEN LOCATED UNLESS OTHERM75E SHOWN. EL LDIS F.F. • FINISHED FLOOR ELEVATION BSL BUILDING SCT)ACN LINE ' 5 THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLD • NAIL R/W RIGHT-Di-WAT BM BENCHMARK Q. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. • EASEMENT BJ. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUI/ AND ON THE LINE SHOWN AS 845E BEARING (BB.) DRAIN, DRAINAGC 6 ELEVATIONS, IF SHOWN, ARE 'LASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. UTILITY CLFC. • CHAIN LINK FENCC 9. CERTIFICATE OF AUTHORIZATION Na /598. WD.FC. • WOOD FENCE C/B • caNCRETE BLOCK SCALE I- I- - 20 DRAWN BY: ••• . P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY CERIIFlED BY: a._ _ _. .. _ _ ._.. ORDER No. GESC. • DESCRIPTION R • RADIUS L ARC LENGTH PLOT PLAN 05-01-2018 2703-18 D • DELTA C • CHORD C I CHORD BEARING NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" M GRUSENM ER, R.L. 7I4 W.SCOTT R.LS 4801 ZONE •X' MAP / 1211700090 F (09-28-07) Filename: PARK SQ SEBRING.rrr WORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2410 2 1 Lighting Summary Standard 6,056 6,056 Optional 11,730 6,056 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers # -8-_- - Dryer No. No? Nameplate Line Neutral OSANFORD115000 2 0 3 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Wame M? Ph No Amps Volts VA HP Line Neutral i M 1 1 27.0 240 6,480 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 24.0 1,200 0 1 1 1 1 27 240 1 6,480 0 Heat/Cool Summary Standard 14,640 0 Optional 14,640 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral bi-SP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WATER HEATER 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 27 240 Heat/Cool Phase Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 SUMMARY Standard Line Neutral Total Total 46,676 16,286 Maximum Amperage = 194 68 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 37,444 16,286 Maximum Amperage 156 68 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: PS2410C-L2T -Park Sq/Sebring II-2410-C Lanai2-Tray RECORD COPY MiTek USA, Inc. Site Information: 66904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: PS2410C-L2T Model: SEBRIt TT 1 3C1/ OA5 . LANAI / TRAY Lot/Block: 242 Subdivision: WYNDHAM PRESERVE 60 Address: 2641 GREEN SWALLOW WAY City: SANFORD 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: 55.0 psf This package includes 66 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# ITruss Name I Date 1 IT13907533 4CJ1 4/30/18 112 IT13907544 JA7T 4/30/18 2 IT13907534 4CJ3 4/30/18 113 IT13907545 JB1 4/30/18 3 IT13907535 4H1 4/30/18 114 IT13907546 1132 4/30/18 4 IT13907536 4J5 4/30/18 115 IT13907547 1133 4/30/18 5 IT13907537 4KJ5 4/30/18 16 IT13907548 JB4 4/30/18 6 IT13907538 Al 4/30/18 117 IT13907549 1135 4/30/18 7 T13907539 JA2 4/30/18 118 IT13907550 IC1 4/30/18 8 T13907540 JA3 4/30/18 119 IT13907551 JC2 4/30/18 9 IT13907541 JA4T 4/30/18 120 IT13907552 JC3 4/30/18 10 IT13907542 JA5T 4/30/18 121 IT13907553 JC4 4/30/18 11 IT13907543 I A6T 4/30/18 122 IT13907554 JCJ1 4/30/18 459 This item has been electronically signed and sealed by Lee, Julius, 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: Lee, Julius 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 ANSIfrPI 1, Chapter 2. 0SANFORD ODU S CFF z No 34869 5) '. STATE OF .' 4/ i Julius Lee PE No.34869 MiTek USA, Inc. FL Cen 6634 69N Parki East Blvd. Tampa FL 33610 Date: April 30,2018 Lee, Julius I of2 RE: PS2410C-L2T - Park Sq/Sebring II-2410-C Lanai2-Tray Site Information: Customer Info: PARK SQUARE HMS Project Name: PS2410C-1-2T Model: SEBRING II 2410-C / EXT. LANAI / TRAY Lot/Block: 242 Subdivision: WYNDHAM PRESERVE 60 Address: 2641 GREEN SWALLOW WAY City: SANFORD State: FLORIDA No. ISeal# ITruss Name Date No. Seal# I Truss Name I Date 23 IT13907555 JCJ3 4/30/18 166 IT13907598 IV1 4/30/18 124 IT13907556 I CJ3T 14/30/18 I I I I I I I I I I I I I I I I I I I I I I 25 IT13907557 JCJ5 4/30/1'8 26 IT13907558 JCJ5T 4/30118 27 IT13907559 ID1 4/30/18 128 IT13907560 I D2 14/30/18 I 129 IT13907561 I D3 14/30/18 I 30 IT13907562 ID4 4/30/18 31 IT13907563 I D5 14/30/18 32 IT13907564 JD5A 4/30/18 33 IT13907565 JD6 4/30/18 134 IT13907566 I E2 14/30/18 135 IT13907567 I E3 14/30/18 136 IT13907568 I E4 14/30/18 137 IT13907569 I F1 14/30/18 138 IT13907570 I F2 14/30/18 39 IT13907571 JF3 4/30/18 40 IT13907572 JF4 4/30/18 41 IT13907573 JF4A 4/30/18 142 IT13907574 I F4B 14/30/18 143 IT13907575 I F5 14/30/18 144 IT13907576 I F6 14/30/18 45 IT13907577 F7 4/30/18 46 IT13907578 F10 4/30/18 47 IT13907579 F11 4/30/18 48 IT13907580 FT1 4/30/18 149 IT13907581 I FT2 14/30/18 150 IT13907582 I FT3 14/30/18 151 IT13907583 I FT4 14/30/18 52 IT13907584 IFT5 4/30/18 53 IT13907585 IFT6 4/30/18 154 IT13907586 I FT7 14/30/18 155 IT13907587 I G1 14/30/18 156 IT13907588 I G2 14/30/18 157 IT13907589 I G3 I4/30/18 58 IT13907590 JR 4/30/18 59 IT13907591 JJ7A 14/30/18 160 IT13907592 I RT 14/30/18 61 IT13907593 KJ7 4/30/18 162 IT13907594 I KJ7T 4/30/18 163 IT13907595 I MG1 14/30/18 164 IT13907596 I N1 14/30/18 165 IT13907597 I N2 14/30/18 2 of2 1 Job Truss Truss Type Oly Ply Park Sq/Sebring II-2410-C Lana12-Tray T13907533 PS241OC-L2T 4CJ1 JACK 2 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06.08 36 2018 Page 1 ID:rFfnwM3Wg7GifrcOMh4ZDxyq 6K-UIL2oltWzZLogRsSWywAOgZUDBOJ7dsb_ukhVzLcl9 1-0-0 1-0-0 1-0-0 1.0-0 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.06 TCDL 10.0 Lumber DOL 1.25 BC 001 BCLL 0.0 Rep Stress Incr YES WB 000 BCDL 100 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0.7-8, 4=-1/Mechanical Max Horz 2=23(LC 12) Max Uplift 3=-1(LC 9), 2=-58(LC 12). 4=-1(LC 1) Max Grav 3=11(LC 3). 2=130(LC 1), 4=9(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 18 1 2x4 = 1-0-0 1.n n DEFL. in (loc) Udefl Ltd PLATES GRIP Vert(LL) -0 00 5 >999 240 MT20 244/190 Vert(CT) -0 00 5 >999 180 Horz(CT) 0.00 4 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-D-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=4ft; Cat. II, Exp B, Encl.. GCpi=0.18; 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 nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live toad 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 1 lb uplift at joint 3, 58 lb uplift at joint 2 and 1 lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. W69 MiTek USA, Inc. FL Cart 6634 6904 Perks East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - verify design parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and Is for an Individual budding component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing indicated Is to prevent buckling of Individual truss web 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 properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of Inisses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty, Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907534 PS2410C-L2T 4CJ3 JACK 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi-rek Industries, Inc Mon Apr 30 06:08:37 2018 Page 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-yxvO9Nt8klTfRbRl4g 1 ylbMjud W82atOgedHDxzLcl8 1-0-0 I 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.08 TCDL 10.0 Lumber DOL 1.25 BC 0.08 BCLL 00 Rep Stress Incr YES WB 0.00 BCDL 100 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. lb/size) 3=70/Mechanical, 2=188/0-7-8. 4=38/Mechanical Max Horz 2=41(LC 12) Max Uplift 3=-21(LC 12), 2=-55(LC 12) Max Grav 3=70(LC 1), 2=188(LC 1), 4=51(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. Scale = 1.9 4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.00 7 >999 240 MIT20 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 puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft, eave=4ft, 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 2-11-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 55 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 MiTsk USA, Inc. FL Cart 6634 6904 Polite East Blvd. Temps FL 33610 Date: April 30,2018 Q WARNING - Verify dea/gn parameters and READ NOTES ON TMS AND INCLUDED MITEK REFEREN E PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTek® connectors This design Is based only upon parameters shown, and Is for an IndMdual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullding design Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with posslble personal Injury and property damage For general guidance regarding the Isbricslion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907535 PS241OC-L2T 41-11 MONO HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 08 38 2018 Page 1 I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-08SpDjumVAbW3kOUeNYBFpvmcl mnntv931 NrmNzLd7 1-0-0 5-M + 10-7-8 1-0-0 5-M 5-7-8 4x8 = 10 Scale = 1:19 4 3x4 = 12 4 5 3x4 = 3x4 = 5-M 10-7-8 5-0-0 5-7-8 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 Incr NO BCDL 100 Code FBC2017/TP12014 CSI. DEFL. in loc) I/defl Ud TC 0.60 Vert(LL) 0.04 5-6 999 240 BC 0.50 Vert(CT) 0 09 5-6 999 180 WB 0.65 Horz(CT) 002 5 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=620/0-7-8, 5=632/0-7-8 Max Horz 2=61(LC 8) Max Uplift 2=-138(LC 8). 5=-124(LC 8) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1212/223 BOT CHORD 2-6=-228/1126, 5-6=-223/1145 WEBS 3-6=0/356, 3-5=-1090/210 PLATES GRIP MT20 244/190 Weight: 46 lb FT = 20% Structural wood sheathing directly applied or 5-1-0 oc purlins, 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=15tt; B=45ft; L=24ft; eave=4fl; Cat 11; 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 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 138 lb uplift at joint 2 and 124 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 168 lb up at 5-0-0. and 50 lb down and 67 lb up at 7-0-12, and 50 lb down and 67 lb up at 9-0-12 on top chord, and 87 lb down at 5-0-0, and 36 lb down at 7-0-12, and 36 lb down at 9-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25. Plate Increase=1.25 Uniform Loads (plf) Vera* 1-3=60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-122(F) 6=-74(F) 11=50(F) 12=-50(F) 13=-28(F) 14=28(F) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 Well USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev 1010312015 BEFORE USE Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and Is for on 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 destgn Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• Is always required for stabady 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 ANSI/TPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sci/Sebring 11-2410-C Lanai2-Trey T13907536 PS2410C-L2T 4,15 JACK 3 1 Job Reference (optional Mid-Floride Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 08.38 2018 Page 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-OBSpD1umVAbW3k0UeNYBFpvr51 pZn 1793l NrmNzLcl7 1.0.0 5-0-0 Scale = 1.12 7 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 004 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >983 180 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) 000 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight. 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=126/Mechanical, 2=264/0-7-8, 4=65/Mechanical Max Horz 2=60(LC 12) Max Uplift 3=-41(LC 12), 2=-63(LC 12) Max Grav 3=126(LC 1), 2=264(LC 1). 4=89(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=15ft; B=45ft; L=24ft; eave=4ft; 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 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nenconcurrenl 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 41 lb uplift at joint 3 and 63 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. M869 Iii USA, Inc. FL Cert 6634 6204 Parks East Blvd, Tampa FL 33610 Date: April 30,2018 WARNING - Verily design parsmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 mv. IOM312015 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 buss system Bator* use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web 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 ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 9904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type city Ply Park Sq/Sebring II-2410-C Lana12-Tray T73907537 PS241OC-L2T 4KJ5 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 8 130 s Mar 11 2018 Mrrek Industries, Inc Mon Apr 30 06:08 39 2018 Page 1 I D:rFfnwM3 Wq7GifrcQMh4ZDxyq_6K-uKOBQ3vPGUjNhubgB53QoOSvkQ4 S WUNJHy601gzLcl6 1-5-0 3.11-0 -i _ 7-0-2 i 1 5 0 { 3 11 0 - --- -- 3-1-2 Scale = 1.18 2 10 3x4 = 2.83 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ude0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 076 Vert(LL) -0.11 4-7 >729 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.60 Vert(CT) -0.25 4-7 >337 180 BCLL 00 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 23 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 SO No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=180/Mechanical, 2=376/0-1D-10, 4=98/Mechanical Max Horz 2=60(LC 8) Max Uplift 3=-54(LC 8), 2=98(1-C 8) Max Grav 3=180(LC 1), 2=376(LC 1). 4=128(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=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 54 lb uplift at joint 3 and 98 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4 lb down and 10 lb up at 1-6-1. 4 lb down and 10 lb up at 1-6-1, and 4 lb down and 38 lb up at 4-4-0. and 4 lb down and 38 lb up at 4-4-0 on top chord, and 2 lb up at 1-6-1. 2 lb up at 1-6-1, and 7 lb down at 4-4-0, and 7 lb down 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 (plf) Vert: 1-3=60, 4-5=-20 Concentrated Loads (lb) Vert: 10=1(F=1, B=1) 11=-15(F=-7, B=-7) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 MiTek USA, Inc. FL Cart6634 4904 Perk@ East Blvd. Tempi FL 33610 Date: April 30,2018 AWARNING - Varffy design paramafars and READ NOTES ON THIS AND INCLUDED afITEK REFERENCE PAGE MII.7473 rev 1010312015 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 buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing MiTek• Is always required for stability end to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke E931 Blvd Safety Information available from Truss Plate Institute, 21e N Lee Strriel, Suite 312. Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907538 PS241OC-L2T Al HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:08:40 2018 Page 1 1 D:rFfnwM3Wg7GifrcOMh4ZDxyq_6K-M Wa2ePw1 l orEl2AtloefKE_5OgLSFrgS WcsygGzLci5 1-0 6-0-5 12.10.3 1a-" 21-0-0 27-1-13 33-3-11 40.0.0 1-0 0- 6-8-5 6-1.13 6-1-13 2-0-0 8-1-13 8-1-13 6.8.5 -0- y11 5x5 = 5x5 = 25 Scale a 1.69 7 lb 10 ro 14 13 [v i[ Ju 11 3x4 = 44 = 3x4 = 3x4 = 4x6 = 3x4 = 3x6 = 3x8 = 9-9-4 19.0-0 2-0 30-2-12 40.0-0 I 9-9-4 .2-129 i 2111 i 9.2-12 9.9-4 Plate Offsets (X Y)— 13:0-3-0 0-3-01.f5:0-2-8 0-2-41.16 0-2-8.0-2-41.1870-3-0.0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.37 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.65 14-16 >738 180 BCLL 00 Rep Stress Incr YES WB 0.38 Horz(CT) 014 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight, 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD 2x4 SP No.1 'Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 12-15. 2x4 SP No.2 WEBS 1 Row at midpt 4-14, 7-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=166010-7-8, 9=1660/D-7-8 Max Horz 2=-213(LC 10) Max Uplift 2=-302(LC 12), 9=-302(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3036/940, 3-4=-2790/901, 4-5=-1969/748, 5-6=-1686/712, 6.7=1969/748, 7-8=2790/901, 8-9=3036/940 BOT CHORD 2-16=-738/2803, 14-16=-557/2277, 13-14=-322/1733, 11-13=-563/2180, 9-11=-744/2670 WEBS 3-16=-375/218,4-16=-112/633, 4-14=-794/348, 5-14=-216/641, 6-13=-216/641, 7-13=-795/348, 7-1 1=-1 12/633, 8-11=-375/218 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=40ft; eave=5ft; Cat. It: Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 19-0-0, Exterlor(2) 19-0-0 to 21-0-0, Interior(l) 26-7-14 to 41-0-0 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 psf bottom chord live load nonconcurrent with any other live loads. This item has been 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by Lee, UIIUS, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 lb uplift at using a Digital Signature. joint 9 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Julius Lot PE No. 34L69 Ill USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 WARNING - Verify dealgn 1—W ra and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PACE MII.7473 rev. f0AU/10/5 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 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 and/or chord members only Additional temporary and permanent bracing M iTek' Is always required for stability end 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 ANSUTPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type City Ply Perk Sq/Sebring11-2410-C Lanai2-Trey T13907539 PS241OC-L2T A2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries. Inc Mon Apr 30 06 08,41 2018 Page 1 ID rFfnwM3Wq7GitrcQMh4ZDxyq_6K-gj8xrkwfo5_5wC13JW6utRXHoEgC_AdbIGbVNizLd4 1-0 6-0 17-0-0 23-0-0 28-5-13 33-11-11 40-0-0 1-0 0 8-0-5 5 5-13 5.5-13 6-0-0 5-5-13 5-5-13 8-0-5 -0 I 3x6 = 5x5 = 5x8 = 524 6 25 10 tr w 40 14 — 13 au is - I 3x4 = 4x6 = 3x8 = 3x4 = 4x6 = 3x4 = 2 9-4 17-" i 23-0-0 31-2-12 40.0-0 8-9-4 8-2-12 6-0-0 8-2-12 8-9.4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=-192(LC 10) Max Uplift 2=-302(LC 12). 9=-302(LC 12) CSI. DEFL. in (loc) I/defl Ud TC 060 Vert(LL) 0.25 14-16 999 240 BC 0.96 Vert(CT) 0.49 11-13 972 180 WB 0.85 Horz(CT) 0.15 9 n/a n/a Matrix -MS Scale = 169 7 3x6 = PLATES GRIP MT20 244/190 Weight, 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3085/986, 3-4=-2882/957, 4-5=-2134/815, 5-6=-1864/786, 6-7=2142/815, 7-8=2895/957, 8-9=3099/986 BOT CHORD 2-16=-796/2853, 14-16=-637/2395, 13-14=-434/1894, 11-13=-644/2278, 9-11=-803/2721 WEBS 3-16=-337/195, 4-16=-105/540, 4-14=-680/306, 5.14=-180/649, 6-13=-179/722, 7-13=-680/306, 7-11=-105/539, 8-11=-337/195 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=15ft; B=45ft; L=40ft; eave=5ft; Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3-0-0 to 17-0-0, Extenor(2) 17-0-0 to 28-5-13. Interior(1) 28-5-13 to 41-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber COL=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-D-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 302 lb uplift at joint 2 and 302 lb uplift at joint 9. d c6 m This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tempe FL 33610 Date: April 30,2018 Q WARNING - Verify design parameters end READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.747.1 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personsl Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUTPI1 Quality Criteria, DSB419 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907540 PS2410C-L2T A3 HIP 1 1 Job Reference (optional) Nuo-rionea Lumoer, 1lanow, I-L. 0.1JV 5 Mar I I Zu to MI IOlK umwmas, nru. IVIVII .pr ou u0.v0.4c ZVI0 r-nuo r I1):rFfnwM3Wq7GifrcOMh4ZDxyq_6K-IviJ24xHZP6yYMKFtDd7Pf4Oge 1 AIIUI_wL2v9zLd3 0- 7-9-0 15-0.0 20-0.0 25.0.0 32-2-12 0 7.8.4 7-2-12 5-0-0 5-0-0 7.2-12 7-9• •0 Scale = 1:70.1 5x8 = 1 5x4 II 000 12 4 255 26 5xB = 6 16 1J 14 [ tr 13 w 12 11 10 3x8 1 5x4 II 4x6 3x4 = 3xB = 3x4 = 4x6 1.5x4 II 3x6 7-9-4 15-0-0 TO.0.0 25-0-0 32-2-12 40-0.0 1 i 7-9-4 7-2-12 5.0.0 I 5-0-0 2_ 12 7-94 Plate Offsets (X Y)— 13.0.3-0 Edgel 14 0-6-0 0-2-81 16 0-6-0 0-2-81 17 0-3-0 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 085 Vert(LL) -0.18 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.92 Vert(CT) -0 36 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-14, 7-12 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=-170(LC 10) Max Uplift 2=-302(LC 12), 8=-302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3048/996, 3-4=-2342/851, 4-5=-2134/862, 5-6=-2134/862, 6-7=2342/851, 7-8=3048/996 BOT CHORD 2-16=-793/2667, 14-16=-794/2661, 13-14=-505/2014, 12-13=-511/2004, 10-12=-800/2645, 8-10=-799/2651 WEBS 3-16=01329, 3-14=750/333, 4-14=-120/535, 4-13=-120/383, 5-13=-325/170, 6-13=-120/383, 6-12=-120/535, 7-12=-751/333, 7-10=0/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cal. II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 3-0-0. Interior(l) 3-0.0 to 15-0-0, Exterior(2) 15-0-0 to 30-7-14, Interior(1) 30-7-14 to 41-0-0 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. This Item has been 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 electronically signed and will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Sealed by Lee, UIIUS, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at Joint 2 and 302 lb uplift at using a Digital Signature. joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. 34869 MITek USA, Inc. FL Cert 6834 6904 Parke East Blvd, Tampa FL 33810 Date: April 30,2018 Q WARNING - V-Ify design panm f and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 — IW312015 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 • re truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only Additional temporary and permanent bracing M iTe k' Is skvsys required for stabliny and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Sebring 11-2410-C Lanai2-Tray T13907541 PS241OC-L2T A4T SPECIAL 1 1 Job Reference (optional) MIO-"onaa LUMDer, t3anOW, I-L. o. uu a mar r i LV i o rvn i Ca Iuwniao, mc. wruu mp[ ot/ vo.vo— — I vaua r I D:rF tnwM3 Wg7Gi frcOMh4ZDxyq_6 K•n 5 GiGOyvKj Ep9 WvR O x8Myscb72 L bS4O u C a4 cRbz Lcl2 2- 74 7.5-0 12-2.12 1 O 20-7.6 6- 4-10 27- 0-0 33-2-12 40-M 1-0 2- 7-4 .12 4.9.12 -9 7-7.6 6-2.12 6.9.4 -0 6 00 ri2 5x8 = 2x4 II 3x4 = 4 5 30 6 31 5x8 = Scale = 1 69 7 5x8 3x4 3 8 29 d 2x4 I I b 2 1 r`q 179mIQ182x4IIx _ id 2x4 II 6x10 4x4 = 16 15 14 13 12 11 1 5x4 II 1.Sx4 II 2x4 II 7x8 = 4x6 3x4 = 1 5x4 II 3x6 2- 7.4 7-5-0 12-2-12 1 O 20.7.6 27-0-0 33.2.12 40-M 2 7. 4 9 12 4-9-12 9 7-7-6 6 4.to B-2-12 6-9-4 LOADING ( pso SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1 25 TC 0.74 Vert(LL) 0.32 16 999 240 TCDL 100 Lumber DOL 1.25 BC 097 Vert(CT) 0.66 16 726 180 BCLL 0.0 Rep Stress Incr YES WB 089 Horz(CT) 0.32 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1- 3: 2x6 SP DSS BOT CHORD 2x4 SP No.2 'Except' 2- 17: 2x6 SP No 1 D. 16-20,5-15,21-22: 2x4 SP No 3 WEBS 2x4 SP No.3 OTHERS 2x6 SP DSS LBR SCAB 1-3 2x6 SP DSS one side REACTIONS. lb/size) 1=1634/0-7-8.9=1663/0-7-8 Max Harz 1=-152(LC 6) Max Uplift 1=-363(LC 8). 9=-416(LC 8) PLATES GRIP MT20 2441190 Weight: 266 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. Except 10- 0-0 oc bracing: 15-17 FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-722/202, 2-3=4039/894, 3-4=4207/1025, 4-5=-2715/688, 5-6=2710/689, 6- 7=2483/676, 7-8=2512/636, 8-9=3106/726 BOT CHORD 2-18=-721/3720, 17-18=-420/2567, 12-14=-363/2171, 11-12=-556/2713, 9-11=-556/2713, 5- 17=-268/101 WEBS 7-12=-67/495, 8-12=-629/221, 8-11=0/272, 6-14=-658/181, 3-18=-684/267, 4- 17=-121/730, 14-17=-407/2344,6-17=-14/351, 7-14=-108/576,4-18=-400/1560 NOTES- 1) Attached 8-3-7 scab 1 to 3, front face(s) 2x6 SP DSS with 2 row(s) of 10d (0.131"x3") nails spaced 9" o c.except : starting at 3-6-0 from end at joint 3, nail 2 row(s) at 2" D.C. for 2-8-10: starting at 0-0-8 from end at joint 3, nail 2 row(s) at T' o.c. for 2-0-0 2) Unbalanced roof live loads have been considered for this design. 3) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45f1, L=40ft; eave=5ft; Cat. Il; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 1 angle to grain formula Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 1 and 416 lb uplift at joint 9. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. W69 Wall USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Verfly design parameters and READ NOTES ON TfOS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with NuTek49 connectors, This design is based only upon parameters shown, and Is for an Indivkluai building component. not ' a truss system. Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indlcated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k• IsakvaysrequiredforstabiidyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and (rasa systems, see ANSIITPIt Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information avalleble from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type City Ply Park Sci/Sebring II-2410-C Lanai2-Trey T73907542 PS2410C-L2T A5T SPECIAL 1 1 Job Reference (optional) miu-rlonua Lumber, cianow. rL o wu 5 mar r r zu la ml r eR nwusures, mc. rvNn rqn w vv.vo — .... ra go r I D:rFfnwM3 Wq7GifrcOMh4ZDxyq_6K-FHg4TmzX50MgnfUe_efbV49oURhpBbC2REg9z 1 zLcl1 2- 7-4 7-5-0 11-0-0 1 -2-1 17-10-7 234-6 29-" 34.2-12 40.0.0 1-0- 2- 7-0 4-9-12 3-7-0 -2-1 5.7.11 5.5-15 5-7.10 5.2-12 5-9-4 -0 6 00 12 5x5 = 2x4 II 4 5 30 Scale = 1.69.7 3x8 = 1 5x4 II Sx8 = 31 6 7 32 833 2x4 II ex10 = 4x4 = 17 16 15 r. 13 12 1. Sx4 II 2.4 II 5x5 = 3x6 = 3x4 = 1.5x4 II 3x6 3xB = LOADING ( psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1- 3: 2x6 SP DSS BOT CHORD 2x4 SP No.2 'Except' 2- 18: 2x6 SP No.1 D, 5-17,21-22. 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 16- 18: 2x4 SP No 2 OTHERS 2x6 SP DSS LBR SCAB 1-3 2x6 SP DSS one side REACTIONS. ( lb/size) 1=1605/0-7-8, 10=1649/0-7-8 Max Horz 1=-130(LC 6) Max Uplift 1=-372(LC 8), 10=-420(LC 8) 29- M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 064 Vert(LL) -0.30 5 >999 240 MT20 244/190 BC 097 Vert(CT) -0 61 16-17 >777 180 WB 0.60 Horz(CT) 0.32 10 n/a n/a Matrix - MS Weight 262 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-710/206, 2-3=3954/918, 3-4=-4088/1022, 4-5=2972/771, 5-6=2967/772, 6- 7=2797r756, 7-8=2797/756, 8-9=2635/673, 9-10=3116/743 BOT CHORD 2-19=-736/3630, 18-19=-514/2763, 15-16=-554/2835, 13-15=-424/2296, 12-13=-581/2731, 10- 12=-581/2731 WEBS 6-13=-54/402, 9-13=-516/180, 3-19=-601/219, 6-16=-409/139, 7-15=356/145, 8- 15=-171/797, 16-18=-528/2669, 4-19=-336/1333, 4-18=161/795 NOTES. 1) Attached 8-3-7 scab 1 to 3, front face(s) 2x6 SP DSS with 2 row(s) of 1Old (0.131'k3") nails spaced 9" o.c except : starting at 3-6-0 from end at joint 3, nail 2 row(s) at 2" o.c. for 2-8-10; starting at 0-0-8 from end at joint 3, nail 2 row(s) at 7 o.c. for 2-0-0. 2) Unbalanced roof live loads have been considered for this design. 3) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=45ft. L=40ft, eave=5ft; Cat. II; Exp B; Encl , GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 Ib uplift at joint 1 and 420 lb uplift at joint 10. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. 34369 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date. April 30,2018 WARNING • Verify daalgn pararraf— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1110.7473 ray. 1010312015 BEFORE USE. Design valid for use ony 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 buckling of Individual truss web andlor chord members only. Additfonal temporary and permanent bracing M iTe k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalIn)ury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Componom 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suits 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park SglSebring11-2410-C Lanai2-Tray T13907543 PS2410C-L2T A6T SPECIAL 1 1 Job Reference (optional) Mid -Honda Lumber, Bartow, FL t1.13U s Mar 11 ZUlB MI IeK Industries, Inc. Mon Apr sU Ub U8:46 ZU1t1 rage 1 ID:rFfnwM3Wq9GifrcOMh4ZDxyq_6K-BgxquS_odec00zdO63h3aVE4PF07fTyKuYJG2wzLd9 1-0 9-0-0 12-2.12 18-8-7 24-8-6 31-0-2 35-2-12 40-0-0 1-0- 2-7. 3.5-12 2-11-0 3.2-12 8-3-11 6-1-15 85-10 4-2-112 4-8-4 -0-0 5x8 = 8 00 12 28 2x4 II 5x8 = 1 5x4 II 5x8 = 5 29 30 6 7 31 32 8 Scale c 1:68.4 2x4 3 15.4 9 2x4 11 2 1 1017 18 7x8 = 2x4 II 502 = 4x4 = 18 i5 14 13 12 1.5x4 II 3x4 II 8x8 = 4xe = 3x4 = 3x10 = 2-776-1 9-0-0 I 132.-2.12 I 24-8-6 340-0-0 t 2_ - 4 3.5.12 1-0 2.12 83-11 6-1-15 3-0 9. 0-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.36 15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.72 15-16 657 180 BCLL 0.0 Rep Stress Incr YES WB 071 Horz(CT) 034 10 n/e n/e BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1- 4: 2x6 SP DSS BOT CHORD 2x4 SP No.2 'Except' 2- 17, 2x6 SP No. 1, 20-21: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 15- 17: 2x4 SP No.2 OTHERS 2x6 SP DSS LBR SCAB 1-4 2x6 SP DSS one side WEDGE Left: 2x4 SP No.3 REACTIONS. ( lb/size) 1=1605/0-7-8, 10=1649/0-7-8 Max Horz 1=-108(LC 6) Max Uplift 1=-372(LC 8). 10=-420(LC 8) V 3x8 = PLATES GRIP MT20 244/190 Weight: 255 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 FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-710/206, 2-3=4395/1038, 3-4=-3641/868, 4-5=-3794/949, 5.6=3787/951, 6- 7=3329/867, 7-8=3329/867, 8-9=2811/693, 9-10=3099/767 BOT CHORD 2-18=-890/4204, 17-18=-615/3192, 5-17=-303/127, 15-16=-67/374, 13-15=-725/3490, 12- 13=-473/2467, 10-12=-60912744 WEBS 4-18=-181/942, 4-17=-227/936,8-12=-24/402, 9-12=-332/154, 6-15=425/159, 7- 13=-399/164, 15-17=-669/3164. 6-17=-57/371, 6-13=-266/58, 8-13=268/1138, 3- 18=-1192/320 NOTES- 1) Attached 10-2-10 scab 1 to 4, front face(s) 2x6 SP DSS with 2 row(s) of 10d (0.131 "xW) nails spaced 9" o c except : starting at 1- 10-15 from end al Joint 1, nail 2 row(s) at 2" o c for 2-8-10 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat II; Exp B, Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 1 and 420 lb uplift at joint 10. a 4 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lae PE No. 34669 WTek USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Verify design panm.1 and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MITak® connectors This design is based only upon parameters shown, and Is for an Individual bullring Component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate [his design Into the overall building design. Bracing Indicated Is to prevent buckling of Indlvldual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• IsalwaysrequiredforstabartyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-09 and BCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Subs 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq/Sebring 11.24 W-C Lanai2-Tray T13907544 PS241OC-L2T A7T SPECIAL 1 Job Reference (optional mla•FlonO8 Lumber, Bartow, I-L. 0 1JU s mar 1 Cu,. ml t en Inausllte5, me. man tPr Ju ao.uo:gr to ro r•aya i I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-fsVC6o700xkEe7CDfmCl6inLcfte005U7C2paMzLd_ 12.2-12 12 8 I 28-2-10 I 3-0.0 8271001- 0- 0, 54 2- 7 2-4 2-01 2-12 2-14-7-10 4-7-10 2 F 430. 9-0. 1 0 1- 0- 0 Sx8 = 6. 00 12 2x4 II 3x8 = 3 27 28 4 29 5 30 5x5 = 3x8 = 1 5x4 II 5x8 = 6 7 31 8 9 Scale = 1: 88.2 22 2x4 II 19 18 35 17 18 15 14 13 4x8 = 2x4 11 2x4 II exs = 4x8 = 74 = 4x8 = 4x4 = 2x4 II 4x8 _ 5-0l 2-2-12 12I 3-7-0 2-10 3 3-0.0 I 0 .0. 0 F-+ 12 2- 0-0 2-12 2.14-710 4 I I 7 3-2- 12 3.9.4 J.982.74PlateOffsets (X Y)- 12 0-0-13 0-0-11.13 0-6-0.D•2-81.16 0-2-8 D-3-01.19:0-6-0 0-2-81 116:0-3-0 0-4-81.120 0-2-12 D-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 2-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 032 Vert(CT) 0.09 2-21 >999 180 BCLL 0.0 Rep Stress Incr NO WB 034 Horz(CT) 0.05 11 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 495 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. 1-3: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing, Except: BOT CHORD 2x6 SP No.2 'Except' 6-0-0 oc bracing: 18-19,17-18 1-22,2- 22, 2x4 SP No.2, 4-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1 =444/0-7-8. 18=503610-3-8. 11 =800/0-7-8 Max Horz 1=- 86(LC 6) Max Uplift 1=- 137(LC 8), 18=-1336(LC 8). 11=-213(LC 8) Max Grav 1= 455(LC 17), 18=5036(LC 1), 11=892(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2- 23=-251/118, 2-3=-697/492, 34=285/1353, 4-5=302/1409, 5-6=464/627, 6-7=465/ 623, 7-8=-1339/258, 8-9=-1339/258, 9-10=-1326/271, 10-11=-1583/310 BOT CHORD 2- 21=-447/605, 20-21=458/657, 4-20=-306/151, 17-18=1988/598, 16-17=0/1030, 15-16=0/ 1030, 14-15=-122/1138, 13-14=210/1387, 11-13=-210/1387 WEBS 3-21= 225/854, 3-20=2176/600. 9-14=-31/286, 10-14=297/102, 6-17=-283/118, 5-18=-1994/ 541, 18-20=-2068/630, 5-20=363/954, 8-15=305/126, 7-15=158/638, 7-17=-1299/ 321, 5-17=-410/1714 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. This Item has been Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. electronically signed and 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 sealed by Lee, Julius, PE ply connections havebeenprovidedtodistributeonlyloadsnotedas (F) or (B), unless otherwise indicated 3) Unbalanced live loads have for using a Digital Signature. roof been consideredthisdesign. 4) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f1; B=45ft L=40ft; eave=5ft; Cat. Printed Copies Of this II, Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 document are not considered 5) Provide adequate drainage to prevent water ponding. Signed and sealed and the 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signature must be verified 7)' This trusshasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members on any electronic copies. 8) Bearing at joint(s) 1 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Julius Lot PE No. 34E69 capacity of bearing surface MiTek USA, Inc. FL Cent 6634 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 1, 1336 lb uplift at 6904 Parke East Blvd, Tampa FL 33910 joint 18 and 213 lb uplift at joint 11. Date: April 30,2018 Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED M1TEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valld 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 properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-19 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907544 PS2410C-1-2T A7T SPECIAL 1 Job Reference (optional Mid-Florida Lumber, . Bartow, FL. B.13U s Mar 17 ZU1 B Mil ek Inaustnes, Inc. Mon Apr 3U Ub:UB:47 2016 Page 2 1 D:rFfnwM3Wq7GifrcOMh4ZDlryq_6K-fsVC6o700xkEe7CDfmCl6inLctte005U7C2paMzLci_ NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 67 lb up at 7-0-0. 31 lb up at 9-0-12, and 31 lb up at 11-0-12, and 97 lb down and 106 lb up at 13-0-0 on top chord, and 469 lb down and 202 lb up at 7-0-0, 172 lb down and 71 lb up at 9-0-12. 172 lb down and 71 lb up at 11-0-12, and 66 lb down at 13-0-0. and 2095 lb down and 571 lb up at 13-11-4 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 1-2=60, 2-3=-60, 3-9=-60, 9-12=-60, 1-22=-20, 2-20=-20, 11-19=-20 Concentrated Loads (lb) Vert: 21=-469(F) 29=97(F) 32=-172(F) 33=-172(F) 34=-41(F) 35=2095(F) AWARNING - Vrlly design panmoters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE M11.7473 rev. f aV312015 BEFORE USE. Design valid for use only with MITekm connectors. This design is based only upon parameters shown, and Is for an individual building component, not • truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the febricetlon, storage, delivery, erection and bracing of trusses and buss systems, see ANSVTP11 Quality Criteria, DSB-119 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907545 PS241OC-L2T 81 COMMON 2 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06.08:48 2018 Page 1 I D.rFfnwM3Wg7GifrcOMh4ZDxyq_6K-733bJ8029Fs5GHnPDUkXfwKS73467UIdMsoN5ozLckz 0.0 7-3-12 M-4.0 + 21-4-4 28-8-0 29.8.01r11l'z 7-3-12 7.0-4 7-0-4 7-3-12 It 4x4 = 4x4 = 6.00 12 3x4 = 4x4 = 3x4 = Scale = 1:51 3 6 4x4 = 9-8-13 i 18.11.3 28-8-0 9-8-13 9.2.5 9-8-13 LOADING (psl) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 067 TCDL 10.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 028 BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1207/0-3-8, 6=1207/0-3-8 Max Horz 2=155(LC 11) Max Uplift 2=-315(LC 12), 6=-315(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2018/606, 3-4=-1797/600, 4-5=-1797/600, 5-6=-2018/606 BOT CHORD 2-10=-433/1798, 8-10=197/1151, 6-8=-448/1760 WEBS 4-8=-194/753, 5.8=452/260. 4-10=1941753. 3-10=452/260 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.32 8-10 >999 240 MT20 244/190 Vert(CT)-0.4510-13 >767 180 Horz(CT) 0.07 6 n/a n/a Weight: 131 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft; B=45ft, L=29ft, eave=4ft; Cal II; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exlerlor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0. Exterior(2) 14-4-0 to 17-4-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 315 lb uplift at joint 6 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34369 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 30,2018 WARNING . VMty design peram I and READ NOTES ON TWS AND INCLUDED MI TEN REFERENCE PAGE M11.7473 rev. IOM312015 BEFORE USE. t ' 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 system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling 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 fabricallon, storage, delivery, erection end bracing of trusses and truss systems, see ANSIrTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907548 PS241OC-L2T B2 HIP 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08 49 2018 Page 1 ID rFfnwM3Wq7GifrcOMh4ZDxyq_6K-bFdzVVrlgvZytRMbnBFmB7sgIST6srfnbWXweFzLcky r1-0-0 B-9.4 13-0.0 I 15-M I 21-10-12 I 28-8.0 29r 1 1-0-0 6-9.4 6.2-12 2-8-0 6-2-12 6-9.4 1-0-0 4xB = Scale = 1 50 0 4x4 = q 1J lL 1u to 4x4 — 1x4 ll 3x4 = 3x4 = 1x4 II 4x4 3x8 = 6-9-4 13-0-0 15-8-0 21-10-12 28-8-0 6-9-4 6-2-12 F 2-8-0 6-2-12 6-94 Plate Offsets (X.Y)— 14:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.09 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0 20 12-13 >999 180 BCLL 00 Rep Stress Incr YES WB 0.65 Horz(CT) 0.08 7 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1207/0-3-8, 7=1207/0-3-8 Max Horz 2=142(LC 11) Max Uplift 2=-315(LC 12), 7=-315(LC 12) FORCES. (lb) - Max. Comp /Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2107/660, 3-4=-1491/543, 4-5=-1256/540, 5-6=-1492/543, 6-7=2106/660 BOT CHORD 2-13=-500/1822, 12-13=-500/1822, 10-12=-258/1254, 9-10=509/1821, 7-9=-509/1821 WEBS 3-13=0/289, 3-12=656/277, 4-12=-104/391, 5-10=-128/393, 6-10=-654/277, 6-9=0/287 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=25ft; B=45ft; L=29ft; eave=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 13-0.0, Exterior(2) 13-0-0 to 15-8-0, Interior(1) 19-10-15 to 29-8-0 zone;C-C for members and forces 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 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 315 lb uplift at joint 2 and 315 lb uplift at This item has been joint 7. electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 WTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 QWARNING - Verify doalgn parameter and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,1II.7473 rov. 10/03/2015 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 • truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional 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 end truss systems, $ee ANStITPI1 Quality Criteria, DSB4 9 and BCSI Building Component 6904 Parke East Blvd. Safety Infortnatlon available from Truss Plate Institute, 218 N Lee Street. Suite 312. Mexancins. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq/Sebring II-2410-C Lana12-Tray T13907547 PS2410C-L2T B3 HIP 2 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries. Inc. Mon Apr W 06 08,50 2016 Page 1 ID:rFfnwM3Wg9GifrcOMh4ZDxyq_6K-3R BLkp 11gs6pVaxoLvm7kLPnPsrObNOwpAHTAhzLckx r1-0-0( 11-0A i 17-M + 22-10-12 28-8-0 9-8-0, 1.0-0 5.9-0 5.2-12 6-8-0 5-2-12 5-9.4 1A-0 Scale = 1.50.0 4x8 = 4x4 = 4 22 23 24 25 5 13 1 z lu tf 3x4 = 1x4 II 3x4 = 3x4 3x8 = 1x4 II 3x4 = 5.941 1 11-0-0 I 17-8-0 22-10-12 28A-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 074 TCDL 100 Lumber DOL 1 25 BC 0.58 BCLL 0.0 Rep Stress Incr YES WB 0.36 BCDL 100 Code FBC2017/rP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No 2 WEBS 2x4 SIR No.3 REACTIONS. lb/size) 2=1207/0-3-8.7=1207/0-3-8 Max Horz 2=121(LC 11) Max Uplift 2=-315(LC 12), 7=-315(LC 12) DEFL. in (loc) Udell Ud Vert(LL) -0.09 10-12 >999 240 Vert(CT) -0 21 10-12 >999 180 Horz(CT) 0.08 7 n/a n/a PLATES GRIP MT20 244/190 Weight 146 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-10-6 oc bracing. WEBS 1 Row at micipt 4-10 FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2145/706, 3-4=-1660/605, 4-5=-1427/595, 5-6=-1660/605, 6-7=2145/706 BOT CHORD 2-13=-550/1863, 12-13=-550/1863, 10-12=-348/1427. 9-10=559/1863, 7-9=-559/1863 WEBS 3-12=-510/232, 4-12=-75/421, 5-10=-77/421, 6-10=510/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-D-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 21-10-15, Interior(1) 21-10-15 to 29-8-0 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 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 315 lb uplift at joint 2 and 315 lb uplift at joint 7. q This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34969 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tempe FL 33610 Date: April 30,2018 WARNING • Verify design peramefars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® 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 properly Incorporate this design into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the lubrication, storage, delivery erecilon and bracing of trusses and Iruss systems, see ANSIITPII Quality Criteria, OSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information ovallabie from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 3600 Job Truss Truss Type Dty Ply Park Sq/Sebnng II-2410-C Lanai2-Tray T13907548 PS2410C-L2T B4 HIP 2 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:08.51 2018 Page 1 ID rFfnwM3Wg7GifrcOMh4ZDxyq_6K-Yeljx92wRAEg7kW ucHEHYylnG7CKte42g01i7zLckw r1-0-04-9-4 B-0-0 144-0 19-8-0 23-10-12 28-8-029-8-0 1- 0-0I4-9-4 4-2-12 5-0-0 5-4-0 4-2-12 4-9-4 Scale = 1 50 0 4x8 = 1 5x4 II 4x8 = 4 21 22 5 23 24 6 13 — 11 10 4x4 = 3x4 = 3x4 = 3x8 = 3x4 = 4x4 = i 9-M 14-4-0 19.8-0 28-8-0 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 10.0 Lumber DOL 1 25 BC 079 BCLL 00 Rep Stress Incr YES WB 017 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. lb/size) 2= 1207/0-3-8. 8= 1207/0-3-8 Max Horz 2=101(LC 11) Max Uplift 2=-315(LC 12). 8=-315(LC 12) DEFL. in floc) I/defl Ud PLATES GRIP Ven( LL) -0.15 13-16 -999 240 MT20 244/190 Vert( CT) -0 34 13-16 >999 180 Horz( CT) 008 8 n/a n/a Weight: 145 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing. FORCES. ( lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2132/762, 3-4=-1831/646, 4-5=-1835/709, 5-6=-1835/709, 6-7=1831/646, 7- 8=2132/762 BOT CHORD 2-13=-609/1884, 11-13=-412/1588, 10-11=-419/1588, 8-10=617/1884 WEBS 3-13=-346/224, 4-13=-57/408, 4-11=-151/418, 5-11=-366/192, 6-11=151/418, 6- 10=-57/408, 7-10=346/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=29ft; eave=4fl, Cal. II; Exp B, Encl.. GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 24- 0-11, Interior(1) 24-0-11 to 29-8-0 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 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 315 lb uplift at joint 2 and 315 lb uplift at joint 8. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. W69 MiTek USA, Inc. FL Cert e934 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Verify design paameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 V. 1"312015 BEFORE USE. Design valid for use only with MiTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing MiTek• IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSIITPI1 Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexendda, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq/Sebring11-2410-C Lanei2-Trey T13907549 PS2410C-L2T B5 HIP 2 1 Job Reference (optional) mla-t-lonae Lumber, nanow, t-L. o. I JV 5 mar I I Lu t o wn I ex nluusules, nIc rwull -Vi - oa r I D:rFfnwM3 Wq?GifreOMh4ZDxyq_6K-OgJ59 V3YCUMXku5ASJoTpmU6ygSz3ECDHTma EazLckv 0-- 11-111- 0- 0 16.8-12 21--0 24-20.11 2 28- 9- 8-07-0.0 34 1r11-0001 3-9-0 .2-12 4-9-8 4-11 Scale = 1,50 0 4x10 = 3x4 = 1 5x4 II 4x10 = 4 21 22235 24 25 26 6 2728 29 7 0 VV I IL 1 5x4 1 5x4 3 6 R 14 30 31 13 32 33 34 12 35 36 11 3x8 = 3x4 = 4x4 = 6x8 MT20HS = 3x4 = 3x8 = 7-0-0 11-11-0 16 8-12 21-8-0 28-8-0 r 7-0-0 4-11-0 4-9.8 1 4-114 7-" Plate Offsets (X Y)— 12:0-8-0 0-0-141 f4.0-7-0 0-2-01 17 0-7-0 D-2-01 19 0-8-0 0-0-141 f12:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 080 Vert(LL) 0 25 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.89 Vert(CT) 0 50 12-13 >682 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 054 Horz(CT) 015 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 *Except* TOP CHORD 4-7 2x4 SP No 1 BOT CHORD BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2141/0-3-8, 9=2141/0-3-8 Max Horz 2=81(LC 7) Max Uplift 2=-652(LC 8), 9=-652(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4222/1269, 3-4=-4023/1228, 4-5=-4702/1468, 5-6=4700/1467, 6-7=-4700/1467, 7-8=4023/1229, 8-9=-4222/1269 BOT CHORD 2-14=-1064/3732, 13-14=-984/3591, 12-13=1326/4702, 11-12=-984/3592, 9-11=-1064/3732 WEBS 3-14=-264/93, 4-14=-64/602, 4-13=424/1412, 5-13=-614/305. 6-12=592/309, 7-12=-422/1409, 7-11=-65/602, 8-11=-265/93 Structural wood sheathing directly applied or 2-3-5 oc purlins Rigid ceiling directly applied or 5-6-1 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=29ft; eave=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) 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. This Item has been 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Lee, UIIUS, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 652 lb uplift at joint 2 and 652 lb uplift at using a Digital Signature. joint 9 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 192 lb down and 211 lb up at Printed copies of this 7-0-0. 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 11-0-12. 97 to down and 106 lb up at 13-0-12, 97 Ito down document are not considered and 106 lb up at 14-4-0, 97 lb down and 106 lb up at 15-7-4, 97 lb down and 106 lb up at 17-7-4, and 97 Ito down and 106 lb up at signed and sealed and the 19-7-4, and 192 lb down and 211 lb up at 21-8-0 on tap chord, and 307 lb down and 96 lb up at 7-0-0, 66 lb down at 9-0-12. 66 lb signature must be verifieddownat11-0-12, 66 lb down at 13-0-12, 66 lb down at 14-4-0, 66 lb down at 15-7-4, 66 lb down at 17-7-4, and 66 lb down at 19-7-4, and 307 Ito down and 96 lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s) is the on any electronic copies. responsibility of others. Julius Los PE No. N869 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) MTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 LOAD CASE(S) Standard Date: April 30,2018 WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENC PAGE MII-7473 rev. 1010312015 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 system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only Additional temporary and permanent bracing M iTe k_ Is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the inbricstion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907549 PS241013-1-2T B5 HIP 2 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08:52 2018 Page 2 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-0gJ59V3YCUMXku5ASJoTpmU6ygSz3ECDHTmaEazLc kv LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=l 25 Uniform Loads (plo Vert: 1-4=60, 4-7=-60, 7-10=60, 15-18=20 Concentrated Loads (lb) Vert: 4=-145(F) 7=-145(F) 14=307(F) 11=-307(F) 21=-97(F) 22=-97(F) 24=-97(F) 25=97(F) 26=-97(F) 28=-97(F) 29=97(F) 30=-41(F) 31=-41(F) 32=41(F) 33=41(F) 34=-41(F) 35=41(F) 36=41(F) Q WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED M1TEK REFERENCE PAGE Ml1.7472 rev. f0/03120f 5 BEFORE USE. Design valid for use only with MlTekit connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web 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 trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke E831 Blvd Safety Information available from Truss Plate Institute, 218 N Lee Sheet, Suite 312. Alexandria, VA 22314 Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907550 PS2410C-L2T C1 COMMON 1 1 Job Reference (optional) Mid -Florida Lumber. Bartow, FL 8.130 s Mar 11 2018 MiTek Industries. Inc. Mon Apr 30 06:08:53 2018 Page 1 I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-UOsUMr4BznUOM2gM01 JiMz 1 LZ4phom2M V7 V8nOzLcku 1 1-0-0 6-9-4 13-0-0 19-2-12 i 26-0-0 r 1.0-O 6.9.4 6.2-12 6-2.12 6-94 Scale = 1:45 6 4x4 = i$ 4x4 = 3x4 = 4x4 = 3x4 = 4x4 = r 8-10-3 + 17-1-13 I 26-M 8-10-3 8-3-11 8-10-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.19 7-9 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.32 7-12 >973 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 117 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=1039/Mechanical, 2=1101/0-7-8 Max Horz 2=134(LC 11) Max Uplift 6=-173(LC 12). 2=-209(LC 12) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1819/550, 3-4=-1630/551, 4-5=-1634/570, 5-6=-1824/570 BOT CHORD 2-9=-425/1609, 7-9=-200/1041, 6-7=425/1591 WEBS 4-7=-186/687, 5-7=410/238, 4-9=-181/681, 3-9=-406/237 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=26ft; eave=oft, Cat. It: 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 13-0-0. Exterlor(2) 13-0-0 to 16-0-0 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 loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173 lb uplift at joint 6 and 209 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. 74669 MITO USA, Inc. FL Cart 6634 6904 Parka East Blvd. Temps FL 93610 Date: April 30,2018 O WARNING - Verify design paternal- and READ NOTES ON TMS AND INCLUDED k9TEK REFERENCE PAGE 14I1.7477 rev. f0N31201S BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB4 9 end BCSI Building Component 69D4 Parke East Blvd, Safety Information available from Truss Plate Institute, 210 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq/Sebnng II-2410-C Lanai2-Trey T13907551 PS241OC-L2T C2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08:53 2018 Page 1 ID:rFfnwM3Wg7GifrcOMh4ZDxyq 6K-UOsUMr4BznUOM2gM01JIMzlOi4tUojkMV7V8nOzLcku r 5-9-4 11-0.0 15-0-0 20-2-12 26-0-0 ,27-0-0 5-9-4 5-2-12 4-0-0 5-2-12 5-9-4 4x8 = 21 4x4 = Scale = 1.44 9 3x4 = 1x4 II 3x4 =3x4 = 3x8 = 1x4 II 3x4 = 5.9.4 11-0-0 15-0-0 20-2-12 26-M 5-11 5-2-12 4" 5-2-12 5-94 Plate Offsets (X.Y)— 13:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) gdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 035 Vert(LL) -0.07 11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 055 Vert(CT) -0.15 11-12 >999 180 BCLL 00 Rep Stress Incr YES WB 0.39 Horz(CT) 006 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight, 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1039/Mechanical, 6=1101/0-7-8 Max Horz 1=-115(LC 10) Max Uplift 1=-173(LC 12), 6=-209(LC 12) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-1914/638, 2-3=-1416/534, 3-4=-1203/530, 4-5=-1416/535, 5-6=1920/639 BOT CHORD 1-12=-489/1673, 11-12=-489/1673, 9-11=-277/1202, 8-9=-500/1664, 6-8=-500/1664 WEBS 2-11=-548/244, 3-11=-89/366, 4-9=100/366, 5-9=-538/239 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=26ft, eave=oft, Cat. II, Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-13-0, Exterlor(2) 11-0-0 to 15-0-0, Interior(1) 19-2-15 to 27-0-0 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) Refer to girder(s) for truss to truss connections. This Item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 173lb uplift at joint 1 and 209 lb uplift at electronically signed andjoint6 sealed by Lee, Julius, 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. Julius Les PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Perlts East Blvd. Tampa FL 33610 Date: April 30,2018 AWARNING - Verity dealgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITeKS connectors This design is based only upon parameters shown, and Is for an Individual building component, not ' truss system' Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• u 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 ANSI/TPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907552 PS241OC-L2T C3 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 13U s Mar T7 ZU1 b Mi I ek Industries, Inc anon Apr 3u ub:ua:o4 2u1 b rage 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-yDOsaB5pk5cF CEZakrxuBaYxT9CXEFWknFhJSzLckt 9-0-0 13-0-0 + 17-0-0 i 21-2-12 _, 26-0-0 127-0-0, 4-2-12 4-0.0 4-0.0 4.2-12 4-9-0 Scale = 1.44.3 4x4 = 3x4 = 19 4 20 4x4 = 800 12 1.5x4 2 1 5x4 i 8 Md 18 21 d 1 7 dal 71 10 9 04 = 3x8 = 3x4 3x8 = 4x4 = 9.0-0 17-M 26-0-0 9-0-0 8-0-0 9-0-0 Plate Offsets (X Y)— I1 0-1-0 Edgel 17 0-1-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.15 11-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1 25 BC 0.78 Vert(CT) 0 32 11-14 >961 180 BCLL 0.0 Rep Stress Incr YES WB 018 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Metnx-MS Weight: 126 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-15 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1039/Mechanical, 7=1101/0-7-8 Max Horz 1=-95(LC 10) Max Uplift 1=-173(LC 12). 7=-209(LC 12) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-1910/692, 2-3=-1600/572, 3-4=-1384/559, 4-5=-1381/563, 5-6=1597/577, 6-7=19031695 BOT CHORD 1-11=-548/1689, 9-11=408/1493, 7-9=-557/1680 WEBS 2-11=-362/231, 3-11=-131/467, 4-11=-259/109, 4-9=-2621115, 5-9=-121/466. 6-9=354/228 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=26ft, eave=4ft; Cat. II; Exp B, Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 9-0-0, Extenor(2) 9-0-0 to 21-4-11, Interior(1) 21-4-11 to 27-0-0 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 chard 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 173 lb uplift at joint 1 and 209 lb uplift at joint 7 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 — 1010312015 9EFORE USE Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is rot an Individual building component, not truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only, Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the febricatlon, storage, delivery erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-a9 and BCSI Building Component Safety Information avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Les PE No. 34869 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd, Tampa FL 33910 Date: April 30,2018 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907553 PS241OC-L2T C4 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08:55 2018 Page 1 ID:rffnwM3Wg7GttrcOMh4ZDxyq_6K-OP EnX5RVPk6bMpl7SMARO6k tZYGhHfzR_EruxLcks 3.9-0 7-0-0 11A-9 14-11-7 I 19-0-0 1-2-12 + 26-0-0 ,27-0-0, 3-9-0 3-2-12 4-0-9 3-10-13 41-9 3-2-12 3.9-0 1-0-0 Scale - 1 44.3 4x8 = 3x4 = 1.5x4 II 4x8 = 3 15 16 4 17 18 5 19 6 3x4 = 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = 14 20 13 12 21 11 22 10 3x4 = 7-0-0 11-0-9 I 14-11-7 I 79-0-0 26-0-0 7-0-0 4-0-9 3.10.13 4-0-9 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.36 Vert(LL) 0.07 1-14 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.45 Ven(CT) 0.14 1-14 614 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Malnx-S Weight, 134 lb FT = 20°% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Qt=length) 8=0-3-8, 8=0-3-8. lb) - Max Horz 1=76(LC 6) Max Uplift All uplift 100 lbor less at joint(s) 1, 8 except 14=-180(LC 8), 13=126(LC 4), l l=-213(LC 8), 10= 156(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1 except 14=1001(LC 17), 13=560(LC 18). 11=739(LC 17). 10= 952(LC 18).8=305(LC 18).8=301(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-257/95 WEBS 2-14=-280/109, 3-14=-393/130, 4-13=-406/146, 5-11=459/181, 6-10=-361/112, 7- 10=-259/95 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=26ft, eave=oft; Cat. II; Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) 1, 8 except Qt=lb) 14 = 180. 13=126. 11= 213. 10 =156. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 Ito down and 173 lb up at 7- 0-0. 97 lb down and 88 lb up at 9-0-12, 97 lb down and 88 Ib up at 11-0-12, 97 lb down and 88 Ill up at 13-0-0. 97 Ill down and 88 lb up at 14-11-4, and 97 lb down and 88 to up at 16-11-4. and 189 Ib down and 173 Ib up at 19-0.0 on top chord, and 327 lb down and 75 Ill up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12. 66 lb down at 13-0-0. 66 lb down at 14-11-4, and 66 lb down at 16-11-4, and 327 lb down and 75 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-3=60, 3-6=-60, 6-9=-60, 1-8=-20 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: Q WARNING, - Vartly design paremafars and READ NOTES ON TIdS AND INCLUDED MITEK REFERENCE PAGE 111167473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must 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 and/or chord members only Additional temporary and permanent bracing MiTek• IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 April 30,2018 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907553 PS241013-1-2T C4 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries, Inc. Mon Apr 3U Ub.Utl:bb Zulu Page 2 ID:rffnwM3Wq7GifrcOMh4ZDxyq_6K-OP_EnX5RVPk6bMpl7SMAR06k_tZYGhHfzR EruzLcks LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-142(F) 6=-142(F) 14=-327(F) 13=-41(F) 4=-97(F) 5=97(1`) 11=-41(F) 10=-327(F) 16=-97(F) 18=-97(F) 19=-97(F) 20=-41(F) 21=-41(F) 22=41(F) WARNING - Verify design pammoters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE Mll-7473 rev. f ON312015 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 buckling of Individual truss web and/or chard members only Additional 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 to bi lion, storage, delivery, erection end bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suee 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907554 PS241OC-L2T CJ1 JACK 14 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08:56 2018 Page 1 ID:rFfnwM3Wq7G1frcQMh4ZDxyq_6K-ubYc7t63GiszDVOxh9tP cfzLHOd7AapC5koNLzLckr 1-0-0 1-M LOADING (psl) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 100 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 100 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-3-8, 4=-0/Mechanical Max Horz 2=40(LC 12) Max Uplift 3=-7(LC 9), 2=-62(LC 12) Max Grav 3=14(LC 17). 2=130(LC 1). 4=12(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7 0 2x4 = DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Ven(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: Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft, B=45ft. L=24ft; eave=4ft, Cat II; Exp B; Part. Encl , GCpi=O 55; 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 COL=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 100 lb uplift at joint(s) 3, 2 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MITek USA, Inc. FL Cart 8634 6904 Parke East Blvd, Tampa FL 93610 Date: April 30,2018 AWARNING - Verify daslgn paramafen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITektV connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use. the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability end 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 ANSVTPII Quality Criteria, OSB-a9 and BCSI Building Component 8904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Trey T13907555 PS241OC-L2T CJ3 JACK 12 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08 57 2018 Page 1 ID:rFfnwM3Wg7GIfrcOMh4ZDxyq_6K-Mo6 CD7hl07qrfz8FtOeWpBBehLdkdgyQITLwnzLckq 1-0-0 3-M 1-0-0 3-M Scale. 1 "= l' 2x4 = LOADING (psq SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.10 TCDL 10.0 Lumber DOL 1 25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-3-8. 4=36/Mechanical Max Horz 2=78(LC 12) Max Uplift 3=-42(LC 12). 2=-62(LC 12), 4=1(1-C 9) Max Grev 3=82(LC 17), 2=188(LC 1). 4=52(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 160 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; B=45ft. L=24ft; eave=4ft; Cat. II; Exp B; Part Encl., GCpl=O 55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 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 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lot PE No. 34669 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 WARNING - Verify design panmafsra and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITak® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling 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 trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type city Ply Perk Sq/Sebnng II-2410-C Lanai2-Tray T13907556 PS241OC-L2T CJ3T SPECIAL 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL il B.13U s Mar l l 2U1B MI lek Induslnes. Inc. Mon Apr 3U Ub.utj:b/ 2Ultj rage 1 ID rFfnwM3Wg7GifrcOMh4ZDxyq_6K-Mo6 CD7h107grfz8FtOeWpB8OhLZkdgyQITLwnzLckq 2-7-4 3-" 1-0-0 2-7-4 0-4-12 Scale: 1'=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.11 TCDL 100 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 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=59/Mechanical, 2=189/0.7-8, 5=53/Mechanical Max Horz 2=74(LC 8) Max Uplift 4=-19(LC 8), 2=66(LC 8), 5=-11(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.00 7 >999 240 MT20 244/190 Vert(CT) -0.01 7 >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B. Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5 This item has been electronically signed and sealed by Lee, Julius, 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. Julius; Lee PE No. 74899 Milk USA, Inc. FL Cart 66U 9904 Parka East Blvd. Tampa FL 33810 Data: April 30,2018 Q WARNING - Verify design pariun.1— and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10103/2015 BEFORE USE. Design valid for use only wdh MITak® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not ,• truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is Mays 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 ANSVTPI1 Quality Criteria, DS3-09 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Maxandrie, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Perk Sct/Sebring II-2410-C Lanai2-Trey T13907557 PS241OC-L2T CJ5 JACK 12 1 Job Reference o lional Mid -Florida Lumber, Bartow, FL B.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06.08:58 2018 Page 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-q_gNPY8JoK7hTpYKpaA31 kFF5dFT446fPDvSDzLckp 1-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 2x4 5.0-0i Full CSI. DEFL. in loc) I/defl Ud TC 0.36 Vert(LL) 0.05 4-7 999 240 BC 0.32 Vert(CT) 0.06 4-7 981 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-3-8, 4=64/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-78(LC 12), 2=-74(LC 12), 4=2(LC 12) Max Grav 3=146(LC 17), 2=264(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1 17.0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft. L=24ft, eave=4ft; Cal II; Exp B, Part Encl., GCpi=0.55; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 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 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 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lot PE No. 3069 MITsk USA, Inc. FL Ced 8834 6904 Perks East Blvd, Tampa FL 33610 Dale. April 30,2018 WARNING - Verify design panmalars and READ NOTES ON rMS AND INCLUDED M/TEK REFERENCE PAGE Mll-7413 rev. 1010312015 BEFORE USE. Design valid for use only with MlTekV 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 bull0ing design Bracing Indicated Is to prevent buckling of Indivdual 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, dellvery, erectlon and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Informatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Oty PlyPark Sq/Sebring II-2410-C Lanai2-Tray T13907558LJobPS2410C-L2T CJ5T SPECIAL 2 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:08:58 2018 Page 1 ID:rFfnwM3Wq7GdreOMh4ZDxyq_6K-q_gNPY8JoK7hTpYKpav131 kDP5dFT446fPDvSDzLckp 1-0-0 2-7-4 5-0-0 1 rr 0-0 2-74 i 2-4-12 2x4 = 2-74 5-0-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 200 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0 05 6 999 240 TCDL 100 Lumber DOL 1.25 BC 0.32 Vert(CT) 0 10 6 599 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 5 n/a n/a BCDL 10.0 Code FBC2017(TPI2014 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=267/0-7-8. 5=81/Mechanical Max Horz 2=108(LC 8) Max Uplift 4=-50(LC 8), 2=72(LC 8), 5=-13(LC 8) 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 Scale = 1.17.5 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25f; 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 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 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 100 lb uplift at Joint(s) 4, 2, 5. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. IU69 kljTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 31610 Date: April 30,2018 QWARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED M1TEN REFERENCE PAGE 111I1-7473 rev. f 0103/20f 5 BEFORE USE. Design valid for use only with MiTek® connectors, This design Is based only upon parameters shown, and 15 for an Individual building component, not • buss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling 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 trusses and truss systems, see ANSVTPI1 Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Sebnng II-2410-C Lanai2-Tray T13907559 PS241OC-L2T 01 SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 08:59 2018 Page 1 I D:rFfnwM3 Wq7GifrcOMh4ZDxyq_6K-JAElduBxZdFY4z7 WM106bEHJTUgYC H3Fu3yS_gzLcko 1-0.0 1+ 4.1.8 1-38 13-3-6 15-5-0 I 17$10 1 00 0 -1-10.0.0 4-1-8 3.71 2-31i 1.5x4 II 5 Scale - 1:35.7 17F 2x4 11 8x8 MT20HS = 4x4 II 8x8 MT20HS = 2x4 II 7x10 = 4x4 II 4-1-8 7-8-8 1 11-3-8 13-3.6 1 15-5-0 11 19 4-11 3.7.0 3-7-0 1-11-14 2-1-10 2-1-10 2.31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 078 Vert(LL) -0 24 15 >981 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.96 Vert(TL) -0.63 14-15 >377 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 098 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, BOT CHORD 2x6 SP DSS 'Except' except end verticals. 11-14: 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 'Except' 6-14,8-14,8-12,10-12: 2x4 SP No.2 REACTIONS. (lb/size) 11=2610/0-6-0, 2=1498/0-7-8 Max Horz 2=327(LC 8) Max Uplift 11=-422(LC 5), 2=-208(LC 8) Max Grant 11=2887(LC 13), 2=1534(LC 13) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2949/331, 3-4=-2861/337, 6-15=-543/114, 6-7=-10932/1700, 7-8=-10932/1700, 8-9=5093/752,9-10=-5093/752,10-11=-2534/378 BOT CHORD 2-17=-563/2750, 16-17=-563/2750, 15-16=-1735/10873, 14-15=-1892/11515, 13-14=1395/9316, 12-13=-1395/9316, 11-12=-51/348 WEBS 4-16=-436/3012, 4-6=-3110/525, 6-16=-8636/1275, 7-14=-578/103, 8-13=-43/394, 9-12=-611/102, 6-14=-658/210, 8-14=-343/1771, 8-12=462W716, 10-12=768/5201 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl , GCpi=O 16; MWFRS (directional); Lumber DOLol 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. B) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=422, 2=208 10) Girder carries lie -In span(s): 7-0-0 from 11-3-8 to 19-1D-0 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. QWARNINO - Verify design panmefars and READ NOTES ON THIS AND INCLUDED h9TEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with IndividualconnectorsThisdesignIsbasedonlyuponparametersshown, and Is for an Inddual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I s always (squired for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information svallable from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lot PE No. 34869 MiTsk USA, Inc. FL Cart 6634 69U Perks East Blvd. Tampa FL 33810 Date: April 30,2018 MiTek' 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type City Ply Perk Sq/Sebring II-2410-C Lanai2-Trey T73907559 PS241OC-L2T D1 SPECIAL 1 Job Reference (optional Mid-FlOnda Lumber, Harlow, FL B.iju s mar i i zuto Mi I ex mausmes, Inc. Mon Apr su uo:uts:oy zuiB rage z I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-JAEldu8xZdFY4z7 WMICi6bEHJTUgYCH3Fu3yS_gzLcko LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-5=60, 6-10=-289, 2-11=-20 Concentrated Loads (lb) Vert:6=-520 Q WARNING - Vrl/y dealgn paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 nay. f 0/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not MFatrusssystem. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Addeional temporary and permanent bracing M iTek' Is Skvays required for stability and to prevent collapse with possible personal Injury end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, See ANSUTPH Quality Criteria, OSB-89 and BCSI Building Component 6904 Perko East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq/Sebring 11-2410-C Lanei2-Tray T13907560 PS2410C-L2T D2 SPECIAL 1 job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 3u U6:u9:uu Zulu rage I 1 D,rFfnwM3Wq7GifrcOMh4ZDxyq_6K-nMn7gE9aKxNOi71jw7xL8SpUOuCAxm706ji7w6zLckn 1-0.0 4-1.8 7438 11.3.8113.113 125-1-114 A2-I 10-0.9 4.1.3-7-0 -10.51-022 15x4 II 5 Scale = 1:37 9 17 3x4 = .. ._ ._ .. ._ ._ 11 2x4 II 7x8 = 3x4 II 8x10 MT20HS = 2x4 ll 4x12 = 4x4 11- 3.8 172-.0I 129 13-1-13 i 125• 3. 7 I M2A24-1.8 -0 Plate Offsets (X Y)- I6 0-2-12 Edael 111:Edge 0-3-81 112:0-2-12 0-2-01 114;0-4-12 0-4-121 116 0-1-8 0-4-41 LOADING ( psp SPACING. 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.25 14-15 >913 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.52 14-15 >446 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.05 11 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix-S Weight 253 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 1G-0-0 oc bracing. 6- 16,10-12: 2x4 SP No.2 REACTIONS. ( lb/size) 11=2825/0-6-0, 2=1662/0-7-8 Max Horz 2=328(LC 8) Max Uplift 11=-358(LC 5). 2=-219(LC 8) Max Grav 11=2983(LC 2). 2=1662(LC 1) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2979/293, 3-4=-2949/321, 6-15=-656/129, 6-7=-10575/1521, 7-8=-10575/1521, 8- 9=6198/794,9-10=-6196/794,10-11=-2474/303 BOT CHORD 2-17=-528/2583, 16-17=-528/2583, 15-16=-1711/11176, 14-15=-1842/11648, 13- 14=-1263/9540, 12-13=-1263/9540, 11-12=-52/445 WEBS 4-16=-433/3128, 4-6=-3283/530, 6-16=-8902/1274, 8-13=-79/671, 6-14=1847/356. 8- 14=-286/2125, 8-12=-3977/523. 10-12=794/6155 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131'xY) nails as follows. Top chords connected as follows. 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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 This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Lee, UIiUS, PE 4) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft, Cat. using a Digital Signature. 11; 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. Printed Copies Of this 6) All plates are MT20 plates unless otherwise indicated. document are not considered 7) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads signed and sealed and the 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Signature must be verified willfitbetweenthebottomchordandanyothermembers. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) on any electronic copies. 11= 358, 2=219. Julius Lee PE No. 34869 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1282 lb down and 215 lb up at MiTek USA, Inc. FL Ced 6634 17- 2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 6904 Parke East Blvd. Tampa FL 33610 Date: LOADCASE( S) Standard April30,2018 Q WARNING - Verify design parameters and READ NOTES ON T10S AND INCLUDED M1TEK REFERENCE PAGE MI1.7473 rov. 1010312015 BEFORE USE. Design valid for use only with MFrekm connectors This design Is based only upon parameters shown, and Is for an individual building component, not • e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrlcation. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Perk Sq/Sebring II-2410-C Lenai2-Tray T13907560 PS2410C-L2T D2 SPECIAL 1 n Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 Z016 Mi I ek Industries, Inc. Mon Apr 30 06:09:00 ZU18 Page Z ID:rFfnwM3Wg7Gifrc0Mh4ZDxyq 6K-nMn7gE9aKxNOi7ijw9xL8SpU0uCAxm706ji7W6zLckn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1 00 Uniform Loads (plf) Vert 1-5=60, 6-10=-90, 2-11=-20 Concentrated Loads (lb) Vert:6=-1320 12=-1282(F) WARNING - Verity design paramafars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rsv. 1010312015 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 system Before use, the building designer must vertfy the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for slablldy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the lubrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB-0g and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907561 PS2410C-L2T D3 SPECIAL 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06.09:01 2018 Page 1 I D.rFfnwM3Wq7GifrcOMh4ZDxyq_6K-FZLV2aAC5FVF KHHvUiTehfMg\nZbgBIYL NRZ3YzLckm 11 4-6-6 9-0-0 3-811-3-8 i 13.3.8 15-5-0 I 17.6.10 19-10.0 1-0-0 4.8.6 4-3-10 2-3 8 1-11-14 2-1-10 2-1-10 2-3-0 15x4 II Scale = 1 ,35.8 3x4 = -- -- - 11 1 5x4 II 6x12 MT20HS = 3x4 II 4x8 = 1 5x4 II 4x12 = 2x4 11 4 8-0 I 9-0-0 11-3 8 I 13-3-0 15-5-0 1701 19 10-0 411 4-3-10 2-3.8 1-11-14 2-1-10 2-1-10 211 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.00 TC 0.68 TCDL 100 Lumber DOL 1.00 BC 0.73 BCLL 0.0 Rep Stress Incr NO WB 096 BCDL 100 Code FBC20171TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 'Except' 11-16 2x4 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=1710/Mechanical, 2=1495/0-7-8 Max Horz 2=327(LC 12) Max Uplift 11=-184(LC 9), 2=191(LC 12) Max Grav 11=2071(LC 17). 2=1 578(LC 17) DEFL. in (loc) Udefl Ud Vert(LL) 0.23 15 >999 360 Vert(CT) -0.45 15 >517 240 Horz(CT) 0.06 11 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 225 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except 7-8-11 oc bracing: 15-16 7-7-0 oc bracing: 14-15. FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2857/718, 3-4=-2587/692, 6-15=-274/123, 6-7=-9534/2994, 7-8=-9534/2994, 8-9=3789/1030, 9-10=-3789/1030, 1D-11=-1960/519 BOT CHORD 2-17=-1008/2600, 16-17=-1008/2600, 15-16=-3704/10987, 14-15=-3871/11343, 13-14=-2055/7091,12-13=-2055f7091 WEBS 4-16=-1471/4606, 3-16=-266/105, 6-16=-9553/3099, 4-6=-4322/1480, 7-14=-251/27, 6-14=-2013/975, 8-14=-1045/2718, 8-12=3673/1141, 10-12=-1102/4038 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows, Top chords connected as follows 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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 plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpl=0.18, MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-8-4 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Gt=lb) 11=184, 2=191. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Las PE No, 34669 IAITsk USA, Inc. FL Cott 6634 6904 Parks Eaat Blvd. Tampa FL 33610 Date. April 30,2018 Q WARNING • Verify daslgn paramal— and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 0111II.7473 rev. 1OM312015 BEFORE USE. Design wild for use only with MITek® connectors. This design Is based only upon parameters thrown, and Is for an Individual building component, not • truss system Before use, the building designer must verify the applk:abllity of design parameters and properly Incorporate this design Into the overall buliding design. Bracing Indicated Is to prevent buckling of Indlvlduel truss web and/or chord members only. Adddlonal temporary and permanent bracing MiTek• I always required for stability 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, see ANSIrrPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply Park Sq/Sebring II-2410-C Lana12-Tray T13907561 PS2410C-L2T D3 SPECIAL 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL b.13u s near 11 Zulu Nil I eK Industries, Inc. Mon Apr sir Ub:U8:U1 Zu1 b rage Z ID:rffnwM3Wq?GifrcaMh4ZDxyq_6K-FZLV2aAC5F VFKHHvUITahfMg%AZbgBIYLNRZ3YzLckm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=60, 6-10=-90, 2-11=-20 Concentrated Loads (lb) Vert: 6=1320 Q wARNING - Vrl1y design paramefsra and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE Ma-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only an MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bubding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the febricetlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB2g and SCSI Building Component 6604 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sci/Sebring II-2410-C Lanai2-Tray T13907562 PS2410C-L2T D4 SPECIAL 1 Job Reference (optional Mid-Florida Lumber, Barlow. FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:09:02 2018 Page 1 I D:rFfnwM3 Wq7GifrcOMh4ZDxyq_6K-JlvtFwBgsYd6xOs520_pDtvrlivYPemhe 1 B6b_zLckl 1-0.0 4-10-8 9-0.0 11-3.8 , 13-0-12 14-111 -2 17-0.8 1 4-10.6 + 4-1-10 1 2-3-8 1 2 1.5x4 II 3x4 = 10 2.4 II 6x10 = 3x4 II 404 = 4x10 = 3x411 I 4-10$ 9A-0 i 1 13+ 14-11-12 1 171A LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.00 TC 0.65 TCDL 100 Lumber DOL 1.00 BC 0.68 BCLL 0.0 Rep Stress Incr NO WB 098 BCDL 100 Code FBC20177rP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 REACTIONS. lb/size) 10=2195/Mechanical, 2=1491/0-7-8 Max Harz 2=328(LC 8) Max Uplift 10=-329(LC 5). 2=-205(LC 8) Max Grav 10=2555(LC 13), 2=1553(LC 13) DEFL. in (loc) Udell L/d Vert(LL) -0.14 13 >999 360 Vert(CT) -0 28 13 >704 240 Horz(CT) 003 10 n/a rile Scale = 1:35 0 PLATES GRIP MT20 244/190 Weight 223 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2831/281, 3-4=-2570/292, 6-7=8289/1217, 7-8=-8289/1217, B-9=-4491/615, 9-10=-2296/304 BOT CHORD 2-15=-506/2593, 14-15=-506/2593, 13-14=-1633/10705, 12-13=-1733/11123, 11-12=-615/4491, 10-11=-35/273 WEBS 8-11=-2131/304, 6-12=3168/577, 8-12=-673/4247, 9-11=-650/4716, 4-14=-652/4595, 6-14=-9121/1336, 4-6=-4301/659, 3-14=-270/76 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. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; 8=45ft; L=24ft; eave=4ft, Cal 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 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except ()t=lb) 10=329, 2=205. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 876 lb down and 157 lb up at 11-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 74669 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tempi FL 93610 Date: April 30,2018 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. f OM7/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporaryand permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Quality Criteria, DSB49 and SCSI 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 Oty Ply Perk Sq/Sebring11-2410-C Lanai2-Trey T13907562 PS241OC-L2T D4 SPECIAL 1 Job Reference (ontionall MId-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MI I ek Industries. Inc. Mon Apr 30 08 uww ZU18 Page 2 ID:rffnwM3Wq7GitrcOMh4ZDxyq_6K-jlvlFwBgsYd6xOs520_pDtvrilvYPemhalB6b zLdd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-5=60, 6-9=-90, 2-10=20 Concentrated Loads (lb) Vert. 6=-1320 17=-788(F) WARNING - 11.1fi design pammer tv and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 111II.747.1 rev. 1010312015 BEFORE USE. Design valid for use only wdh MiTek® connectors, This design Is based only upon parameters shown. and Is for an Individual building component, not • buss 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 /Nee web and/or chord members only Additional 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 I.bric lion, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-09 and SCSI Building Component 6961 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sude 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ty Park Sq/Sebring II-2410-C Lanai2-TreyT13907563TOtyPS2410C-L2T D5 SPECIAL 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 05,09 03 2015 Page 1 I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-BxTFTGCScsizZa0Hb7 V2m4R706BR88orphwg7RzLckk 1-0-0 5.11-0 + 11.3-8 12-10-0 1 14 M 164-8 1-0-0 5-11-0 5.4$ i$$ 1$$ 1-10-0 3x4 11 4 4x4 = 5x10 = 3x4 II 5x12 = 4x8 = 4x6 II 5-11-0 11-3-8 12-11-0 14$$ 16.4$ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.00 TC 0.74 TCDL 10.0 Lumber DOL 100 BC 0.96 BCLL 0.0 Rep Stress Incr NO WB 0.80 BCDL 10.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.2 'Except' 8-9,3-13,3-5,6-11,7-10: 2x4 SP No.3 REACTIONS. (lb/size) 9=1660/Mechanical, 2=1165/0-7-8 Max Horz 2=328(LC 12) Max Uplift 9=-235(LC 12). 2=-152(LC 12) Max Grav 9=1947(LC 17). 2=1185(LC 17) DEFL. in (loc) Well Ud Vert(LL) 0.21 12-13 >890 360 Vert(CT)-0.3912-13 >485 240 Horz(CT) 0.04 9 n/a n/a Scale = 134 7 17 PLATES GRIP MT20 244/190 Weight: 103 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc puffins, except end verticals BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 1 Row at midpt 3-5. 5-13 FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2173/561, 5-12=-391/199, 5-6=-5453/1983, 6-7=-5453/1983, 7-8=-2991/1031, 8-9=1754/589 BOT CHORD 2-13=-869/2007, 12-13=-2612/7003, 11-12=2819/7355, 10-11=-1031/2991 WEBS 3-13=-396/1331, 3-5=-2003f762, 5-13=-5079/1772, 7-10=-1580/557, 5-11=-2187/961, 8-10=-1118/3233, 7-11=-1092/2823 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=24ft; eave=oft; Cat. II; Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-2-12 zone;C-C for members and forces 3 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. 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 pt=lb) 9=235, 2=152. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=60, 5-8=-90, 2-9=-20 Concentrated Loads (lb) Vert: 5=-1320 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Les PE No. 34669 Milk USA, Inc. FL Cert 6634 6904 Parke Emit Blvd. Tampa FL 33610 Date: April 30,2018 0 WARNING • Vsrlfy dsslgn panmefen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7477 rev. 10/03/2015 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 • e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual buss 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 trusses and truss systems, see ANSPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information avaliabie from IRTruss Plate Institute, 21a N. Lee Street. Suds 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebnng II-2410-C Lana12-Tray T73907564 PS2410C-L2T D5A SPECIAL 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL 8 130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:09:04 2018 Page 1 ID.rFfnwM3Wg7GifrcOMh4ZDxyq_6K-f81 egcC4NAIgBk7U9rOHll_COVZutYO_l LgDgtzLckj 1-0-0 5-11-0 11-3-8 12-10-0 146-6 6-0 -1-8 1-0-0 5-11-0 5-4-8 1-0-8 1-8-8 1-10-0 r, d us 2x4 II 3x4 = 4x8 = 4x4 II 5x10 = 3x10 = 3x4 II 5-11-0 11-3-8 t 12-10-0 ( 14-0-8 16-44 5-11-0 5-8 1-8-8 1-8-8 1-10-0 17 Scale = 134 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.00 TC 064 Vert(LL) 0.16 12-13 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.34 12-13 >565 240 BCLL 0.0 Rep Stress Incr NO WB 097 Horz(CT) 0.04 9 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix-S Weight. 205 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, BOT CHORD 2x6 SP DSS except end verticals WEBS 2x4 SP No 3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 4-12,5-11,8-10,7-11, 2x4 SP No 2 WEBS 1 Row at midpt 5-13 REACTIONS. (lb/size) 9=2682/Mechanical, 2=1602/0-7-8 Max Horz 2=328(LC 8) Max Uplift 9=-437(LC 5), 2=-225(LC 8) Max Grav 9=3084(LC 13), 2=1672(LC 13) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3298/376, 5-12=-78/559, 5-6=9178/1432, 6-7=-9178/1432, 7-8=-4853/720, 8-9=2788/404 BOT CHORD 2-13=-569/3004, 12-13=-1835/11592. 11-12=-1979/12223, 10-11=720/4853, 9-10=-39/280 WEBS 3-13=-286/2193, 3-5=-3021/492, 5-13=-8731/1332, 7-10=-2624/400, 5-11=-3501/629, 8-10=-783/5259, 7-11=-816/4959 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"IfY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind. ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=15ft; B=45ft, L=24ft, eave=4ft, Cat. ll, 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 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=437, 2=225. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1624 lb down and 290 lb up at 11-5-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34369 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Temps FL 33610 Date: Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473 rev. IOM312015 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 system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-ae and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 21e N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 April 30,2018 Job Truss Truss Type Oty Ply Park Sq/Sebring 11-2410-C Lanai2-Tray T13907564 PS241OC-L2T D5A SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. I3.13U s Mar 11 zu1B MI I eK industries, Inc, Nion Apr su uo uy-tw [utd rage z ID rFfnwM3Wq?GifrcOMh4ZDxyq_6K-fBlegcC4NAlgBk?U9rOHll_COVZutYO_1LgDgtzLckj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-90, 2-9=-20 Concentrated Loads (Ib) Vert 5=-1320 15=-1460(B) WARNING - Verify des/pn p....I. and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE MII-7477 rev. f0/O312015 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 true system Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulltllnp tlesign Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Addalonal temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fo brication. storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSBa9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Sebring II-2410-C Lana12-Tray T13907565IPS241OC-L2T D6 SPECIAL 1 1 Job Reference o Clonal Mid -Florida Lumber, Bartow. FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:09:04 2018 Page 1 ID:rFfnwM3Wg9GifrcOMh4ZDxyq_6K-f8legcC4NAtgBk7U9rOHII_BVWYftcz_1 LgDgtzLckj 0-0 j 5-11-0 11-3-8 I 1313 1-0-0 5-11-0 5.4-8 2-0-7 2x4 II 4 4x4 = 1.5x4 II Bxa = Scale a 1 34 6 5-11-0 11-3.8 13-3-15 5-11-0 5-4-8 2-0-7 Plate Offsets (X.Y)— 15.0-2-4 0.3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 070 Vert(LL) 0.08 8-9 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.14 8-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017(TPI2014 Matrix-S Weight: 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, BOT CHORD 2x4 SP No 1 except end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (lb/size) 7=1678/0-4-15, 2=811/0.7-8 Max Harz 2=327(LC 12) Max Uplift 7=-309(LC 12), 2=-93(LC 12) Max Grav 7=1900(LC 17), 2=811(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1236/232 BOT CHORD 2-9=-592/1134, 8-9=-1342/3130, 7-8=-1437/3180 WEBS 3-9=-139/572, 3-5=1103/473, 5-9=2035/765, 5-7=3401/1540 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=15ft; B=45R; L=24ft; eave=4ft; 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 13-2-3 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 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) 2 except (jl=lb) This item has been 7=309 electronically signed and7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such sealed by Lee, Julius, PEconnectiondevice(s) is the responsibility of others. using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 document are not considered Uniform Loads (plf) signed and sealed and the Vert: 1-4=60, 5-6=-90, 2-7=-20 signature must be verifiedConcentratedLoads (lb) Vert: 5=-1320 on any electronic copies. Julius Lee PE No. 3469 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Temps FL 33610 Date: April 30,2018 Q WARNING - Varlly daslgn paramat m and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rw. 11111342015 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 • at 33 system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overa l budding design, Bracing Indicated Is to prevent bmkling of Individual truss web andlor 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 end bracing of trusses and truss systems, see ANSIrrPI1 Quality Cdtada, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 38610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907566 PS241OC-L2T E2 COMMON 3 1 Job eferenceo tional Mid - Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:09:05 2018 Page 1 I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-7KbOtyDi8T7houagjYXWrVXOSvl gcDM7G7PmCJzLcki 1- 0-12 5-11-4 11-3-12 t- 012125.11-4 5-4.8 4x4 = 7 5 1 5x4 II 3x8 — 1 5x4 II IF LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 6-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.05 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS 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=517/0-8-0.5=437/Mechanical Max Horz 7=-136(LC 6) Max Uplift 7=-139(LC 8), 5=-121(LC 8) FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/114, 3-4=330/114, 2-7=-465/154, 4-5=-392/133 Scale = 1 37 4 PLATES GRIP MT20 244/190 Weight. 72 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 (jt=lb) 7= 139. 5=121. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. 34569 MITsk USA, Inc. FL Cart 6834 6904 Perks East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Varfly daalgn pars f— and READ NOTES ON TWS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 raw. IOM312015 BEFORE USE. Design valid for use only with MrrekO 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 end property Incorporate this design Into the oversa building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrleallon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-ae and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Sebnng II-2410-C Lanai2-Tray T13907567 PS241OC-L2T E3 COMMON 3 1 Job Reference (optional) Mid -Honda Lumber, t3anow, FL. a.1su s mar I 1 zu to mill IRK inuusutes, inc. mon tWr au uo.utf:uo zu i o rage I I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-bW905HEKvn7YO29sHG210j3aLJNaLgOHVf9KkmzLckh 1-D-0 6-0-0 I 11-4-8 1-01 6-0-0 54-8 4x4 = 7 2x4 II 4x8 = 5 15x4 II Scale = 1 27 8 l 6-0-0 6-0-0 11-4-8 5-4-8 ---- -- - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.48 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC . 0.29 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 63 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=516/0-7-8.5=440/Mechanical Max Horz 7=-100(1-C 6) Max Uplift 7=-170(LC 8). 5=-138(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-456/147, 3-4=441/144, 2-7=-458/186, 4-5=-399/148 WEBS 4-6=-40/301 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=24ft; eave=4ft; Cat. II, Exp B, Part. Encl.. GCpi=O 55; MWFRS (directional); end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell 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 Qt=lb) 7=170, 5=138. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 Wall: USA, Inc. FL Cert 6634 6904 Parke East Blvd. Temps FL 33110 Date: April 30,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED auTEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MlTakID connectore 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 epplieablllty of design parameters and property Incorporate this design Into the overall buitding 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 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 ANSVTPIt Quality Criteria, DSB-ea and BCSI Building Component 6904 Parke East Blvd Safety Informotion available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebdng11-2410-C Lanai2-Tray T13907568 PS241OC-L2T E4 GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:09:07 2018 Page 1 I D:rFfnwM3 Wg7GifrcO Mh4 ZDxyq_6KAEml d F zg 5 F P2C k3gzZ_wwcrCj ng48hOjJutGCzLckg 1-0.0 6-0-0 12-0-0 13-0.0 , 1-0-0 F 6-0-0 6-0-0 I 1.0.0 77 Scale = 1:25 8 4x4 = 16 15 14 13 12 11 10 12-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 009 Vert(LL) 0.00 9 n/r 120 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 10 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix-R Weight: 64 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0 lb) - Max Horz 16=105(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 16, 10. 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, 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.Opsf; h=15ft; B=451t; L=24ft; eave=2ft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web) 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14. 15. 12. 11. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34E69 MiTek USA, Inc. FL Cert eeU 6904 Perks East Blvd, Tampa FL 3391D Date: April 30,2018 Q WARNING - Verify design psnmefers and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MrTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system. Before use, the buliding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the febrlcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPII Quality Criteria, DSB-e9 and BCSI Building Component 69D4 Parka East Blvd Solely Information svalloble from Truss Plate Institute, 218 N Lee Street. Suite 312. Alemndds. VA 22314. Tampa, FL 36610 Job Truss Dry PTJ0 Sq/Sebring II-2410-C Lanei2- TrayT13907569PS2410C-L2T TRussFTTRpeF1USS 2 efere ce(optional) Mid -Florida Lumber, Bartow, FL. 113-0 3x8 = 1 2 a. r ou s mar r t cu i o mr I ex ntuusurds, rrust. mu" pr au uo.ue.uo cu r o rdue t ID: rFfnwM3Wg9GIfrcOMh4ZDxyq_6K-YvG8 WzFbRONGfLJFOh5ET89u37vopU4ayze0pezLckf 1- 8-12 1 1-12 D-ke Scale = 1 37 6 4x8 = 1x3 II 3x8 FP = 1x3 II 1x3 II 3 4 5 6 7 8 9 10 11 12 1x3 = 13 28 17 27 26 25 24 23 22 21 20 19 18 17 16 1s 14 3x4 = 3x8 FP = AIM = 3x4 = 1x3 II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.12 24-25 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.16 24-25 >970 240 BCLL 00 Rep Stress Ina YES WB 0.48 Horz(CT) 0.02 14 n/a n/a BCDL 5.0 Code FBC2017(rP12014 Matrix-S Weight: 120 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. ( lb/size) 27=650/Mechanical, 14=37710-3-8. 19=1437/0-3-8 Max Grav 27=666(LC 3), 14=441(LC 4), 19=1437(LC 1) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-27=-658/0, 13-14=-440/0, 1-2=-629/0, 2-3=-1445/0, 3-4=-1587/0, 4-5=-1587/0, 5- 6=1130/0, 7-9=-91/487, 9-10=726/103, 10-11=-726/103, 11-12=-726/103, 12- 13=-387/0 BOT CHORD 25-26=0/1189, 24-25=0/1644, 23-24=0/1587, 21-23=0/1587. 20-21=01728, 19-20=-863/0. 18-19=-863/0, 17- 18=-308/513, 16-17=-1031726, 15-16=01700 WEBS 7-19=-140410, 1- 26=0/837, 7-20=0/1005. 2-26=779/0, 6-20=-924/0, 2-25=0/356, 6-21=0/595, 3- 25=-278/0, 5-21=669/0, 13-15=0/496, 7-18=0/691, 12-15=-436/25, 9.18=-671/0, 9- 17=0/511 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections 4) Recommend 2x6 strongbacks, on edge, spaced at 10-D-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 WTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING • Verity design paramafur i and READ NOTES ON TOWS AND INCLUDED WTEK REFERENCE PAGE M11•7472 rev. 10/03/2015 BEFORE USE. Design valid for use only whh.MlTakm connectors, This design Is based only upon parameters shown, end Is for on Individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, OSB-89 and BCSI Building Component 6904 Parka East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Qty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907570 PS2410C-L2T F2 ROOF TRUSS 8 1 Job Reference (optional) Mia-frtonaa Lumber, Bartow, t-L r 1.3-0ri B.1 JU s Mar 11 2u1B M1I ex industries, Inc. Mon Apr JU Ub:UV:IU ZUI t1 rage 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-UlOvxfHrz0d—vrre W57iYZEGOwbEHNClQH7XtXzLckd 00 10-0 Scale = 1:27.2 3x4 = 3x4 = 4xB = 1413 2 3 4 5 6 7 8 In 17 1n 15 14 13 19 11 1n 4x6 = 3x4 = 1.3 II 1x3 II 3x4 = 4x6 = 1 8-0 4AA 6A-0 10.1-0 12 7.-() 15-1-0 1 I I ) 2$-0 2-6-0 3-7-0 2$-0 2A-0 I 1.6A Plate Offsets (X Y)— f 1:Edde.0.1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0 18 14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.25 13-14 >785 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 005 9 n/a n/a BCDL 50 Code FBC2017/TPI2014 Matrix-S Weight: 88 lb FT = 20%F, 1I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=898/Mechanical, 9=898/0-3-8 FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-18=-892/0, 8-9=-892/0, 1-2=-894/0. 2-3=2179/0, 3-4=-2852/0. 4-5=-3045/0, 5-6=-2852/0, 6-7=-2179/0, 7-8=-894/0 BOT CHORD 16-17=0/1686, 15-16=0/2646. 14-15=0/3045, 13-14=0/3045, 12-13=0/3045, 11-12=0/2646, 10-11=0/1686 WEBS 8-10=011190. 1-17=0/1190, 7-1C=-110110. 2-17=-1101/0, 7-11=0/687, 2-16=0/687, 6-11=-649/0, 3-16=-649/0, 6-12=0/369, 3-15=01369. 5-12=-426/43, 4-15=-426/43 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated 3) Refer to girder(s) for truss to truss connections 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Did (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 31610 Date: April 30,2018 Q WARNING - Verify design paremafers and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE M11.7477 ray. 1010312015 BEFORE USE. Design valid for use only with MITekm connectors This design Is based only upon parameters shown, and Is for an Individual bullding component, not t• truss system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTsII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty P7JO Sq/Sebring11-2410-C Lanai2-Tray T13907571 PS2410C-L2T F3 GABLE 1 eference(optional Mid-Flonda Lumber, Bartow, FL. 3 4 5 o iau b mdr t t cu io mi i ex ntuubutdb, mu. mun Mpr Ju uo.va: to cu to rduu t I D:rFfnwM3Wg7GIfrcOMh4ZDxyq_6K-UIOvxfHrz0d_vfre W57iYZEMHwogHS3tOH7XtXzLckd Scale = 1:27 0 3x3 = 3x3 = 3x3 II 6 7 8 9 10 11 12 13 q4 26 25 24 23 22 21 20 19 18 17 18 15 14 3x3 11 3x3 = 3x3 = 30 II 2-9-8 4-1.8 5-8 1 6-9-a 7-1O:8 4-a 9.5-8 1 10-9-8 j 12-1-8 F 13-5-8 14-M 16-3-0 1.5.8 1-4-0 1.4-0 1-0-0 1-4-0 1.1-0 0 1-1-0 1-0-0 1-4-0 1-4-0 1.4-0 1-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TIC 0.10 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.00 14 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matnx-R Weight: 76 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(Oat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 16-3-0. lb) - Max Grav All reactions 250 lb or less at Joint(s) 26, 14. 20. 22, 23, 24, 25. 19. 18. 17, 16, 15 except 21=2278(LC 1) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-21=-2264/0 NOTES- 1) All plates are 1 x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal web). 4) Gable studs spaced at 1-4-0 oc 5) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert: 14-26=-10, 1-13=-100 Concentrated Loads (lb) This item has been Vert:6=-2141 electronically signed and sealed by Lee, Julius, 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. Juliue Lot PE No. 34869 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Verily design parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rov. 1OM31201 b 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 system. Before use, the building designer must vent' the applicability of design parameters and properly Incorporate this design into the overall budding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-ae and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type city Ply Park Scl/Sebring II-2410-C Lanai2-Trey T13907572 PS241OC-L2T F4 ROOF TRUSS B 1 Job Reference (optional MIa-Flonaa LUMDer, Nanow, t-L. 0-1-8 H i 1.3-0 I 30 = 1x3 = 1 2 9 id.13V s mar 11 LUId m1I ex Inouslnes, Inc. mun mpr Ju uo uu: i i LV ro re11u i I D:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-yUyH87ITkJlrWp2g3pex5mnOVKxeOrD0exs5PzzLckc 1-8-6 1x3 II 3 4 5 6 Scale = 1:22 5 4x6 = 7 14 13 12 11 10 9 8 4x4 = LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 40.0 Plate Grip DOL 100 TC 0.52 Vert(LL) 0.13 10-11 999 360 TCDL 10.0 Lumber DOL 100 BC 0.87 Vert(CT) 0.17 10-11 929 240 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - 4x4 = PLATES GRIP MT20 244/190 Weight 72 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=734/0-3-8, 8=740/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-731/0, 7-8=-733/0, 1-2=-718/0, 2-3=1669/0, 3-4=-2022/0, 4-5=-2022/0, 5-6=-1674/0, 6-7=-715/0 BOT CHORD 13-14=0/1339, 12-13=0/2022, 11-12=0/2022, 10-11=0/1958, 9-10=0/1348 WEBS 7-9=0/951, 1-14=0/924, 6-9=-881/0, 2-14=864/0, 6-10=0/453, 2-13=0/467, 5-10=-395/0, 3-13=562/0, 5-11=-1141341 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are 3x3 MT20 unless otherwise,indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. M869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Temps FL 33610 Date: April 30,2018 O WARNING - Verify design parameter and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. IOM312015 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 buckling of Individual truss web and/or chord members only. Adddional 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 ANSUTPII Quality Criteria, DSB4l9 and BCSI Building Component 6904 Parke East Blvd Safety Information evallabie from Truss Plate Insillute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tempo, FL 36610 Job Truss Truss Type Oty Ply Perk Sq/Sebnng11-2410-C Lana12-Tray T13907573 PS241OC-L2T F4A GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 0-1-8 F i 1-3i —-4 1 14 = 3x8 = 1 2 3 5 130 s Mar 11 2U15 MI I ek Industries, Inc. Mon Apr 3U 06.09 12 2015 Page 1 I D.rFfnwM3 Wg7GifrcOMh4ZDxyq_6K-Og WILL15Vdth8zcOd W9Ad_JbgkHkIIX91bceyPzLckb 1-6-1 Scale = 1.25 9 3x8 = 4 5 6 7 8 I8 17 2 15 14 13 12 11 10 9 4x4 = 1x3 II 3x6 = 4x4 = 2-2-12 8_3-14 9 2 15_9_8 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 400 Plate Grip DOL 1.00 TC 0.56 Vert(LL) TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 045 Horz(CT) BCDL 5.0 Code FBC20171TPI2014 Matrix-S in (loc) Ildefl Ud PLATES GRIP 0.13 11-12 >999 360 MT20 244/190 01711-12 >934 240 003 9 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 9=722/Mechanical, 16=981/0-3-8 Max Grav 9=734(LC 4). 16=981(LC 1) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 8-9=-727/0, 2-3=-678/0, 3-4=-1625/0, 4-5=1989/0, 5-6=-1989/0, 6-7=-1656/0, 7-8=708/0 BOT CHORD 14-15=0/1287, 13-14=011989, 12-13=0/1989, 11-12=0/1934, 10-11=0/1336 WEBS 2-16=-955/0, 8-10=0/942, 2-15=0/918, 7-10=-873/0, 3-15=-850/0, 7-11=0/446 3-14=0/500, 6-11=-386/0, 4-14=603/0, 6-12=-158/323 Weight 87 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart eeU 6904 Parke East Blvd, Tempe FL 33510 Date: April 30,2018 Q WARNING - Vrlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only wah M1Takm connectors This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Batwe use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional lamporary and permanent bracing MiTek• Is akvaya required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, dal"ry, erection and bracing of trusses and truss systems. see ANSVTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Sude 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring 11-2410-C Lana12-Tray T13907574 PS241OC-L2T F4B GABLE 1 1 Job Reference (optional) mia-t-Ionaa Lumber, uanow, t-L. W 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 09 12 2018 Page 1 I D:rFfnwM3 Wq7GifrcOMh4ZDxyq_6K-OgWfLLl5VdthBzcOdW9Ad_JI WkUGIMg9tbceyPzLckb Scale = 122 7 3x3 II 3x3 I I 3x3 11 3x3 I I 1 2 3 4 5 0 7 6 9 10 11 12 24 23 22 21 20 19 18 17 3x3 = 3x3 11 3x3 II Y 10 15 14 13 3x3 I I 1.6-4 2-10-4 4-2-4 5-4-8 0.8-0 0-4 8-2-0 2.6.4 10-10.4 12-2-4 13-8-8 1-8 1-4-0 1-4-0 112 0.- 2 1.2-0 4-0 1-2-0 1-4-0 1-4-0 1-0-0 1-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber COL. 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.00 13 n/a n/a BCDL 50 Code FBC2017/TP12014 Metrix-R Weight. 67 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 13-8-8 Ib) - Max Grav All reactions 250 lb or less at joint(s) 24, 13, 20, 21. 22, 23, 17. 16, 15, 14, 18 except 19=2111(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-19=-2104/0 NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (Le diagonal web) 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Did (0.131" X 3") nails Strongbacks to be attached to wells at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert. 13-24=-10, 1-12=-100 This item has been Concentrated Loads (lb) electronically signed and Vert 6=-2141 sealed by Lee, Julius, 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. Julius Lea PE No. 34669 Moll USA, Inc. FL Cent 6634 6904 Puke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING • verify dear,,. paramsfara and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev IGM312015 BEFORE USE. Design valid for use only with MITe1* connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of indlvidual truss web and/or chord members only Additional temporary and permanent bracing MOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Ousllty, Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Sebnng11-2410-C Lana12-Tray T13907575 PS241OC-L2T F5 ROOF TRUSS 1 1 b Reference(ontionall onto-rtonae LUmoer, tsanow, I•L. 1 1 3xB = 2 o. 1 ou a mm i i cu r o mi r en uruumnue, me mull my[ ou uo ue. a cu 10 rage 1 I D:rFfnwM3Wg7GdreOMh4ZDxyq_6K-ut41 ZhJjGxOYm7BCBEgPABsoeBi WUnvJ6F LBUszLcka 0-11-8 Scale = 1.18 9 3 4 5 3x8 = a 4 13 12 11 10 9 B a — It ... — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl L/d TCLL 400 Plate Grip DOL 1.00 TC 041 Vert(LL) 0.05 11 999 360 TCDL 10.0 Lumber DOL 1 00 BC 0.53 Vert(CT) 0 07 11 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 002 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING- PLATES GRIP MT20 244/190 Weight: 64 lb FT = 20%F, 1 I %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(Oat) BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=630/Mechanical, 7=630/0-4-15 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-625/0, 6-7=-625/0, 1-2=-593/0, 2-3=1313/0, 3-4=1500/0, 4-5=-1313/0, 5-6=-593/0 BOT CHORD 12-13=0/1111, 11-12=0/1500, 10-11=0/1500, 9-10=0/1500, 8-9=0/1111 WEBS 6-8=0/790, 1-13=01790, 5-8=720/0, 2-13=720/0, 5-9=0/300, 2-12=0/300, 4-9=334/0, 3-12=-334/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MITsk USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tempe FL 33610 Date: April 30,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rw. 1droL2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component. not • Imes system Before use, the building designer must verify the applicability of design parameters and properly Incorporate the 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 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 buss systems, see ANSUTPII Quality Criteria, DSB-09 and SCSI Building Component e904 Parke East Bind. Safely Information available from Truss Plate Institute, 21a N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Pry Park Sq/SebringII-241D-C Lans12-Tray T13907576 PS2410C-L2T F6 ROOF TRUSS 1 1 Job Reference (optional) mlG-rlbnba Lumber, canoes, rL a. I au a Mar i 1 zv i o mr i ex u—bumb, inc mi— hyr ov vo.va. w — r o rays ID:rFfnwM3Wg7GifrcOMh4ZDxyq_6K-M3e0m 1 KM 1 EBPNGmPlxBeiPP2sX9eDISSKv5101zLckZ 3x8 = 0-1-8 11— 1 313 = 1-3-0 2 11x3 II 0-9-0 3_--l1x3 II 4 3x3 = 3.3 II 3.11.8 4-P_,0 3-11-8 0 Scale = 19 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) 0.00 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) 0.00 6 999 240 BCLL 00 Rep Stress Ina YES WB 010 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 26lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=200/0-3-8, 5=206/D-3-8 FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. U869 Wall USA, Inc. FL Cart 8634 904 Parke East Blvd. Tempo FL 33610 Date: April 30,2018 Q WARNING - Verify design panmaf— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 10,V3/3015 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 verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indivldwi truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 69134 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312. Alexandria. VA 22314 Tempo, FL 36810 Job Truss Truss Type Oty Ply Sq/Sebnng II-2410-C Lane12-Tray TJO T13907577 PS2410C-L2T F7 ROOF TRUSS 1 efe ence (optional) hva-rionoa LUn1Der, Uanow, I-L. 9 o rau s mar I I cu ro ml I en rnuusuras, Inc. mull r Pr au uo.ue. ry zu 10 rage I fnID:rFwM3Wq7GifrcOMh4ZDxyq_6K-M3eOm 1 KM 1 E8PNGmPIx8eiPP2vX9gDlcSKv5101zLckZ 0-1-8 3x8 = FI--I 3x9 = 1-3-0 2 n x3 111 0-6-0 3 11 x3 11 4 3x3 = 3x3 II Scale = 1.9.4 3-9-0 3-9-0 Plate Offsets (X.Y)— 14:0-3-0 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Verl(LL) -0.00 6 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 007 Vert(CT) -0 00 6 >999 240 BCLL 0.0 Rep Stress Ina YES WB 009 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-S Weight: 25lb FT = 20%F, 11%E LUMBER. BRACING. TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3.9-0 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 8=186/0-3-8, 5=192/Mechanical FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1Old (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 AWARNING - Varlfy design paramorars and READ NOTES ON TWS AND INCLUDED aeTEN REFERENCE PAGE M11.7473 ra, 1 V03/2015 BEFORE USE. Design valid for use onty with MlTekS connectors This design Is based only upon parameters shown, and la for an individual building component, not • a truss system. Before use, the building designer must verify the appllcabibty of design parameters and property Incorporate this design Into the overact building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWk" Is skvays required for stabllny and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tresses end truss systems, we ANSUTPII Ouallty Criteria, DSBa9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907578 PS2410C-L2T F10 ROOF TRUSS 1 1 Job Reference (optional) Mla-t-lonaa Lumber, tlanOW, t-L. 01" 13 D b 1JV s Mar I I Lv 10 MI ex InuUsmes, mc. mcni F4n Jv vo.vu.uo zu ro raye I I D:rf fnwM3 Wq7GifrcOMh4ZDxyq_6K-YvG8WzFbRONGILJFOh5ET89yO76kpbpayzeOpezLckf tx3 II 1x3 II 2 3 4 5 Scale = 1:17 0 3x6 MT20HS = 6 12 11 10 9 8 7 1 1:-0 7.9.8 Ir 1-0-0 6-3-8 1-6-0 r LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 038 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 005 Vert(CT) n/a n/a 999 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 7 TIM n/e BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 52 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flal) TOP CHORD Structural wood sheathing directly applied or 9-3-8 oc purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing 9-10 REACTIONS. All bearings 9-3-8. lb) - Max Grav All reactions 250 lb or less at joinl(s) 12, 7, 8, 11, 9, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) All plates are MT20 plates unless otherwise indicated. 2) All plates are 3x3 MT20 unless otherwise indicated 3) Gable requires continuous bottom chord bearing. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-D-0 oc and fastened to each truss with 3-1Did (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lot PE No. 34669 MITek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date'. April 30,2018 WARNING - Verily design peramems end READ NOTES ON TOWS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Destpn valid for use only with MITek® connectors This design Is based only upon parameters drown, and Is for an Individual building component, not s truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web endfor chord members only. Additional temporary and permsnent bracing WOWalwaysrequiredforslablldyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrtcsllon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd Safety Informallon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oly Ply Perk Sq/Sebring II-2410-C Lanai2-Tray T73907579 PS241OC-L2T Fit GABLE 1 1 Job Reference (optional) Mid-Flonaa Lumber, Bartow, t-L 1 3x3 II 2 1x3 II a.Isu s mar I I zu I mi l elt inausules, Inc. mon Apr ou uo.uu:ua zuI o rage 1 ID eFfrsUMuOioEAEZa006MrpyEhv7-05gXjJGDCiV7HVuRyOcT7LhBsWSZY2JjBdN_L4zLcke 3 1x3 II 5 3x3 II Scale = 1:10.9 10 9 e 7 6 3x3 I I 1 x3 I I 1 x3 I I 1 x3 I I 3x3 I I 1-0-0 -7 2.2.8 2-9-8 2- -0 4-2-0 5-8-0 1-6-0 •1 a7-0 6-7-0 0 1-0-0 1.6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1 00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 002 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-R Weight: 28 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purttns, BOT CHORD 2x4 SP No.2(flat) except end verticals WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-8-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10. 6, 8, 9, 7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Old (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34069 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q wARNING - Verity daslgn panmaran and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rsv. 10(03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not '• truss system Before use, the building designer must verify the applicability of design paramelars and property Incorporate this design Into the overall bulldIng design Bracing Indicated Is to prevent buckling of Individual truss web ondfor chord members only. Adddlonel temporary and permanent bracing M iTek' Is always required for stablidy and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 69D4 Parke East Blvd Safsty Information available from Truss Plate Institute, 2la N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Trey T13907580 PS2410C-L2T FT1 SPECIAL 1 Job Reference (optional) wnu-r wnua wnum, om sow, r. . „ .... ....... ..y...... .... ... ,.. ID:rFfnwM3Wg7GlfrcO t;z xylL6K-JRIABiMc2s07dawnsME6ogUCLL;Gh7 loCas5BzLckX 1 2-7-10 i 5-1-8 7 8-0 10.3A + 12-3-2 14-3-0 1 18-3-8 20-10,4 23-5-0 25+ 28 2-7-10 2-5-14 2-6-12 2A-12 2A-2 2-0-2 2-0-2 2-0-2 2-0.12 2.6-12 2-5-14 2-7-10 Scale = 1 48 5 4x4 = 1 1.Sx4 II 2 4x10 = 3 1 5x4 II 4 5x12 = 5 1.5x4 II 6 27 5x12 = 7 28 1.5x4 II 298 4x8 = 9 1 5x4 II 10 4x10 = 30 11 1.5x4 II 12 7x6 = 13 o o 28 31 2x4 11 25 32 4x8 = 24 2x4 II 33 23 34 7x10 = 22 35 7x12 = 21 36 4x14 = 20 37 2x4 II 19 38 6x10 = 18 39 7x6 = 17 4x8 = 40 18 41 2x4 II 15 42 7x10 = 14 4x4 II THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. 10-3-0 , 12-3-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 083 Vert(LL) 0 36 17-18 >600 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.91 Vert(CT) 0.49 17-18 >437 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.02 14 n/a n/a BCDL 5.0 Cade FBC2017/rP12014 Matrix-S Weight: 475 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, BOT CHORD 2x6 SP DSS *Except* except end verticals. 18-22: 2x6 SP NoA BOT CHORD Rigid ceiling directly applied or 4-7-5 oc bracing WEBS 2x4 SP No.3'Except* 13-14,1-25,3-25,3-23,5-23,13-15,11-15,11-17.9-17: 2x4 SP No.2 5-21,7-21,7-19,9-19: 2x4 SP No.1 REACTIONS. (lb/size) 26=1544/0-6-12, 14=4866/0-6-12, 22=12503/0-7-8 Max Uplift 26=-222(LC 4). 14=622(1_13 5), 22=-1556(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-26=-998/157, 1-2=-1722/275, 2-3=-1722/275, 3-4=-1016/7735, 4-5=-1016/7735, 5.6=792/6418,6-7=792/6418,7-8=11100/1415,8-9=-11100/1415,9-10=-17017/2160, 10-11=-17017/2160, 11-12=-9315/1186, 12-13=-9315/1186, 13-14=-3958/513 BOT CHORD 25.26=38/260, 24-25=776/179, 23-24=-776/179, 22-23=-16851/2095, 21-22=-16851/2095, 20-21=-559/4303, 19-20=-559/4303, 18-19=-2001/15749, 17-18=-2001/15749, 16-17=2104/16537, 15-16=-2104/16537 WEBS 3-24=-85/785, 11-16=-157/1381, 9-18=-173/1490, 5-22=9613/1213, 6-21=-437/72, 7-20=-106/962,8-19=-798/116, 2-25=-841/130, 1-25=254/1566, 3-25=-358/2677, 4-23=-745/117, 3.23=-7429/925, 5-23=-1213/9733, 12-15=-490/84, 10-17=-369/65, 13-15=-1245/9780, 11-15=-7738/983, 11-17=61/513. 9-17=-170/1354, 5-21=-1444/11558, 7-21=-11877/1496, 7-19=-949/7529, 9-19=-5150/649 NOTES- This item has been 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: electronically signed and Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. sealed by Lee, Julius, PEBottomchordsconnectedasfollows: 2x6 - 2 rows staggered at D-9-0 oc. 1 using a Digital Signature. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-22 2x4 - row at 0-7-0 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 Printed copies of this ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated document are not considered 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft L=29R; eave=4ft; Cal signed and sealed and the 11; Exp B; Encl , GCpi=O 18: MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1.60 nature must be verifiedsignature4) Provide adequate drainage to prevent water pond 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On any electronic Copies. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide Julius Lee PE No. 94869 will fit between the bottom chord and any other members. MTek USA, Inc. FL Cart 6834 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 26, 622 lb uplift at 6904 Parke East Blvd. Tampa FL 11610 joint 14 and 1556 lb uplift at joint 22. Date: 8) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 16-0-12; 5-0-0 from 22-5-12 to 28-6-8 April 30,2018 Q WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII-7413 rev. 10103/2015 BEFORE USE. Design valid for use only with Mfrek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • e truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web end/or chord members only. Additional 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 ANSITTPII Quality Criteria, DSB-59 and BCSI Building Component 6904 Parke East Blvd safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Trey T13907580 PS241OC-L2T FT1 SPECIAL 1 3 Job Reference o lio al Mid -Florida Lumber, Bartow, FL. a.13u s Mar 1 i zuia Mt i eK inausines. Inc. noon Apr ju ub:uu:1b Zu1a rage z I D:rF(nwM3Wg9GifrcOMh4ZDxyq_6K-JRIABI McZsO7dawnsME6ogUCLLdGh7AloCas5BzLckX NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 564 lb down and 71 lb up at 15-1D-0, and 610 lb down and 77 lb up at 22-8-8 on top chord, and 506 lb down and 64 lb up at 5-1-4. 630 lb down and 80 lb up at 1-1-0. 740 lb down and 94 lb up at 3-1-0. 650 lb down and 82 lb up at 6-10-0. 650 lb down and 82 lb up at B-10-0, 591 lb down and 75 lb up at 10-10-0, 591 lb down and 75 lb up at 12-10-0, 740 lb down and 94 lb up at 14-10-0. 740 lb down and 94 Ib up et 16-10-0, 740 Ib down and 94 Ib up at 18-10-0, 740 lb down and 94 lb up at 20-10.0, 740 lb down and 94 lb up at 22-10-0, and 740 Ib down and 94 Ib up at 24-10-0, and 740 Ib down end 94 Ib up al 26-10-0 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=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-8=346, 8-30=100, 13-30=-291, 14-26=-10 Concentrated Loads (lb) Vert. 24=506(B) 17=740(B) 29=564 30=-610 31=-630(B) 32=-740(B) 33=-650(8) 34=-650(B) 35=-591(B) 36=-591(B) 37=-740(8) 38=-740(B) 39=-740(8) 40=740(B) 41=740(8) 42=740(8) AWARNING- Verily design paramer and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 11111-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MlTakS connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • e truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing M iTek' Is always required for stablldy and to prevent collapse with possible personal Injury and property damage. For general guidance regardulg the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Aiexendria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 01y Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907581 PS2410C-L2T FT2 ROOF TRUSS 1 Job e e e ce o tional Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MTek Industries, Inc Mon Apr 30 06:09:17 2018 Page 1 ID,rFfnwM3Wq7GifrcOMh4ZDxyq_6K-neJYP2MEJ9W EkV_041LK11RY145OUavlsJPddzLckW 2 4 2 0-02 12 4.4 ) 12 125.9-012 18-20-312 I 22-8-8 323 2.322.4-1222.32-32-22&-4-12 4x4 = 1 5x4 II 4x8 = 1 5x4 II 04 = 1 50 II 6x8 = 5x5 = 1 2 3 4 23 5 6 7 24 8 Scale = 1 38 5 4x8 = 1 5x4 II 4x8 = 9 10 11 2x4 II 4x8 = 2x4 II 4x8 = 2x4 II 8x8 = 2x4 II 5x10 = 3x10 II 7x8 = 3x4 II THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL 2.4- 12 4-7-12 6-10-12 gft- 2 11.4-4 118-12 15-9.12 18.0.12 20.3-12 22-B-8 r LOADING (psi) SPACING- 2-0.0 CSI. TCLL 400 Plate Grip DOL 1. 00 TC 0.55 TCDL 10.0 Lumber DOL 1. 00 BC 0.49 BCLL 0.0 Rep Stress Incr NO WB 0.72 BCDL 5.0 Code FBC2017rrP12014 Matrix- S LUMBER - TOP CHORD 2x4 SP No. 2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 *Except* 1-21,3-21,3-19, 5-19.7-17.11-13,9-13.9-15,7-15, 2x4 SP No.I REACTIONS. (lb/size) 22=385/Mechanical, 12=5386/0-3-8. 16=6093/0-3-8 Max Uplift 22=-55(LC 4), 12=-834(LC 5), 16=-842(LC 8) Max Grav 22=521(LC 13). 12=5386(LC 1), 16=6093(LC 1) DEFL. in (loc) Udell Ud Vert( LL) -0.05 14 >999 360 Vert(CT) -0.11 14 >967 240 Horz(CT) -0.01 16 n/ a n/a PLATES GRIP MT20 244/190 Weight 247 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-445/53, 1-2=884/79, 2-3=-884r79, 3-4=-1430/562, 4-5=-1430/562, 5-6=-574/1928, 6.7= 574/1928, 7-8=3445/656, 8-9=-3445/656, 9-10=5119/754, 10-11=5119/754, 11-12=- 2253/338 BOT CHORD 20-21=286/1450, 19-20=-286/1450, 18-19=1928/574, 17-18=-1928/574, 16-17=-3587/484, 15-16= 3587/484, 14-15=-105617062, 13-14=-1056/7062, 12-13=48/318 WEBS 7- 16=-4061/567, 5- 18=883/131, 6-17=-357/60, 4-19=-300/58, 9-14=291/2139, 1-21=-77/889, 3-21= 616/251, 319=-464/71, 5-19=-298/2184, 7-17=-240/1933, 11-13=-768/5219,9-13=- 2146/350,9-15=4041/564,7-15=-1060r7534 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows 2x4 - 1 row at 0-7-0 oc, Except member 5-18 2x4 - 1 row at D-9-0 oc, member 6-17 2x4 - 1 row at D-9-0 oc, member 21-2 2x4 - 1 row at 0-9-0 oc, member 3-20 2x4 - 1 row at 0-9-0 oc, member 4-19 2x4 - 1 row at 0-9-0 oc, member 10-13 2x4 - 1 row at 0-9- 0 oc, member 9-14 2x4 - 1 row at 0-9-0 oc, member 8-15 2x4 - 1 row at 0-9-0 oc, member 1-21 2x4 - 1 row at D-9-0 oc, member 21- 3 2x4 - 1 row at 0-9-0 oc, member 3-19 2x4 - 1 row at 0-9-0 oc, member 19-5 2x4 - 1 row at 0-9-0 oc, member 17-7 2x4 - 1 row at 0.9-0 oc, member 13-11 2x4 - 1 row at 0-9-0 oc, member 13-9 2x4 - 1 row at 0-9.0 oc, member 9-15 2x4 - 1 row at 0-9-0 oc, member 15.7 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vull= 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24111, eave=4ft; Cat. 11; Exp B; Encl.. GCpi=0. 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 22, 834 lb uplift at This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. M869 MITsk USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tempa FL 33610 Date: April 30,2018 Q WARNING - Verify des/gn paramaters and READ NOTES ON TNS AND INCLUDED MITEN REFERENCE PAGE MII.7473 rev. f0/03/20f a 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 bullding designer must verity the eppikabllity, of design parameters and property Incorporate this design Into the overall bullding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members onty. Additlonal temporary and permanent bracing WOW k' Is always required for stabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lea Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907581 PS2410C-1-2T FT2 ROOF TRUSS 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. B 1ju s ruler 11 wits Mi f eK mousines. Inc. noon Apr ju ub ua:t i zul B Page z ID-rFfnwM3Wq7GifrcOMh4ZDxyq_6K-neJYP2MEJ9W EkV 041LKI1RY145OUavlsJPddzLckW NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1685 lb down and 244 lb up at 14-2-12, 1685 Ib down and 244 lb up at 16-2-12, 1685 Ib down and 244 Ib up at 18-2-12, and 1685 lb down and 244 lb up at 20-2-12, and 2708 lb down and 442 lb up at 22-6-12 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=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-11=-100, 12-22=-10 Concentrated Loads (lb) Vert: 12=2708(B) 13=-1672(B) 14=-1672(B) 25=-1672(B) 26=1672(8) Q WARNING - Verlry design paramatara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0111-T4T3 rev. 1"3120f 6 BEFORE USE. Design valid for use only with MITeltm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Boring Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' 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 boring of trusses and buss systems, see ANSUTPIt Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Temps, FL 36810 Job Truss Truss Type City Ply Park Sq/Stibring11-2410-C Lanai2-Trey T13907582 PS241OC-L2T FT3 SPECIAL 1 Job Reference o 1'o e Mia-hlonea Lumber, tlanbw, FL. b.1aU s mar 11 euid mi f ex inausmes, inc, mon wapr aU Uo-UV. io cU ro -ye ID rFfnwM3Wq7GifrcOMh4ZDxyq_6K-FgtwcONs4Tersu4A nGetFZYg9J09tL2FW3y93zLckV i 2-0.11 3-11-10 5-10.9 7-10.11 9-10.13 11-10.15 I 13-9-14 I 15-&13 I 17.9-8 2.0.11 1-10.15 1-10.15 2-42 2.0.2 2-42 1-10.15 1-10.15 2-0.11 Scale = 1:30.1 6x6 = 1.5x4 11 4xB = 1 5x4 11 4x10 = 4xB = 1.5x4 II 4x8 = 1.Sx4 II 4x4 = 2 21 3 4 5 6 7 8 22 9 10 20 J 11 8x8 = 2x4 II 4x8 = 7x8 = 5x5 = 14 `- 3x4 II 5x8 = 2x4 II 4x6 = $x4 II 5-10-9 5-10-9 THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. 1-10 5-10.9 7-10-11 9-10- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.11 17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 095 Vert(CT) -0.16 17 >897 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(CT) 0.02 14 n/a n/a BCDL 50 Code FBC20171TPI2014 Matrix-S Weight. 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-0-3 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 20=1673/0-6-12, 11=188/0-6-0, 14=4167/0-6-0 Max Uplift 20=-177(LC 4), 11=75(1-C 12), 14=387(1-C 5) Max Grav 20=2540(LC 2), 11=203(LC 13). 14=6734(LC 2) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2121/163, 1-2=-4001/263, 2-3=-4001/263, 3-4=-6453/414, 4-5=-6453/414, 5-6=291/20, 6-7=-296/4677, 7-8=-296/4677, 8-9=-20/275, 9-10=-20/275 BOT CHORD 19-20=21/281, 18-19=417/6371, 17-18=-417/6371, 16-17=299/4661. 15-16=-299/4661, 14-15=-20/291, 13-14=-1901/141, 12-13=1901/141 WEBS 4-17=-400/78, 3.18=0/888, 2-19=-382/78, 1-19=-270/4161, 3-19=-2651/173, 7-14=-691/102, 8-13=-198/662, 9-12=-460/84, 10-12=305/24, 8-12=-141/1888, 8-14=-3106/190, 5-16=0/995, 6-15=-84/2180, 5-17=-128/1985, 5-15=4841/309, 6-14=-5504/351 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10. Vult=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); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) NA MWFRS Wind (Pos. Internal) Left; #5 Dead + 0.6 MWFRS Wind (Pos. Internal) Right, #6 Dead + 0.6 MWFRS Wind (Neg Internal) Left; #7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #8 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel; #9 Dead + 0 6 MWFRS Wind (Pos. Internal) 2nd Parallel; #10 Dead +0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #11 Dead +0.6 MWFRS Wind Neg Internal) 2nd Parallel; #16 Dead + 0.75 Roof Live (bal.) + 0.75(0 6 MWFRS Wind (Neg. Int) Left); #17 Dead + 0.75 Roof Live bal.) + 0.75(0.6 MWFRS Wind (Neg Int) Right); #18 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) list Parallel); 19 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel). 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 177 lb uplift at joint 20, 75 lb uplift at joint 11 and 387 lb uplift at joint 14. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MiTak USA, Inc. FL Cert 6634 6904 Parke East Blvd, Temps FL 33610 Date: Q WARNING • Verify daslgn panmerm and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors. This design Is based only upon parameters shown, and Is for an Individual bulldlnp component, no[ a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stablldy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delMry, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-a9 and BCSI BuIlEing Component 6904 Parke East Blvd 9ofety : on, evaliabie from Truss Plate Instllute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 April 30,2018 Job Truss Truss Type City Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907582 PS2410C-L2T FT3 SPECIAL 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:09.10 2018 Page 2 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-FgtwcONs4Tersu4A nGatFZYg9J09tL2FW3y93zLckV NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 888 lb down at 1-8-8, 888 lb down at 3-8-8. 888 lb down at 5-8-8. 888 lb down at 7-8-8. 888 lb down at 9-8-8. 888 lb down at 11-8-8, 888 lb down at 13-0-0. and 888 lb down at 14-3-8, and 182 lb down at 16-3-8 on bottom chord The desigrl/selectlon of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 00, Plate Increase=1.00 Uniform Loads (plf) Vert 1-10=-224,11-20=-10 Concentrated Loads (lb) Vert: 20=15 17=235(B) 18=235(B) 14=235(13) 16=235(B) 15=235(B) 23=235(13) 24=235(13) 25=235(B) 26=42(B) Q WARNING - Vrltycisslgn paramoters and READ NOTES ON TffiS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rsv. 1010312015 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 system Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individuni truss web and/or chord members only Addkional temporary and permanent bracing M iTek' IsskvsysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 69111 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebnng II-2410-C Lanai2-Tray T13907583 PS241OC-L2T FT4 SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06.09:19 2018 Page 1 I D.rFfnwM3Wq?GifrcOMh4ZDxyq_6K-jORJpkOUmmiU2fMXUnpPS6rVYgfuXUBUAo WhVzLckU i 3-0-12 + 5-10-01 8-04 I 10-" 3. 0.12 2-94 2-24 2-5-12 4x4 = i 4x4 = 2x4 II 12 2 13 3 2x4 II 3x8 = 4x4 = 2x4 II 2x4 II 11 10 9 15 8 16 7 8- 0-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 400 Plate Grip DOL 1.00 TC 0.26 Vert(LL) 0.00 8-9 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.22 Vert(CT) 0.00 8-9 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Scale = 1:18 2 PLATES GRIP MT20 244/190 Weight 134 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 4- 6: 2x4 SP No 2 except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 9-10. REACTIONS. All bearings 10-6-0 lb) - Max Horz 11=30(LC 21) Max Uplift All uplift 100 lb or less at joint(s) except 11=-183(LC 4), 9=-384(LC 5). 7=-234(LC 5). 10=-326(LC 4). 8=- 335(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 11=791(LC 1), 9=1771(LC 1), 7=1347(LC 2), 7=1285(LC 1). 10=1538(LC 1), 8=1820(LC 2) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-11=-761/187, 4-9=-851/225, 3-4=762/204 WEBS 2-10=-1578/357.5-8=-279/64 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15fl, B=45ft, L=24ft, eave=4ft; Cat. 11; Exp B, Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 11, 384 lb uplift at joint 9, 234 lb uplift at joint 7, 326 lb uplift at joint 10 and 335 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 381 lb down and 148 lb up at 0- 1-12. 340 lb down and 157 lb up at 2-3-12, and 340 lb down and 157 lb up at 4-3-12, and 340 lb down and 157 lb up at 5-8-4 on top chord, and 858 lb down and 110 lb up at 6-4-3, 858 lb down and 110 lb up at B-4-3, 862 lb down and 106 lb up at 10-4-4, 427 lb down and 122 lb up at 6-3-12, and 427 lb down and 122 lb up at 8-3-12. and 432 lb down and 117 lb up at 10-4-4 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=1.00, Plate Increase=1.00 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Temps FL 33610 Dale: April 30,2018 WARNING . Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® conneclors. This design Is based only upon parameters shown, and Is for on Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing WOW always required for stebillty and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUTPI1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandds, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebnng II-2410-C Lana12-Tray T13907583 PS2410C-L2T FT4 SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow. FL. 8.130 s Mar 11 2018 M7ek Industries, Inc Mon Apr 30 06:09:19 2018 Page 2 ID:rFfnwM3Wg7GifrcOMh4ZDxyq 6K-jORJpkOUmmiU2fMXUnpPS6rWqfuXUBUAoMVzLckU LOAD CASES) Standard Uniform Loads (plf) Vert: 1-3=308, 4-6=-100, 7-11=-10 Concentrated Loads (lb) Vert: 1=-381(F) 3=-340(F) 9=10 7=-1166(F=-432, B=-734)8=-427(F)12=-340(F)13=-340(F)15=-1157(F=427, B=-730)16=-730(B) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEN REFERENCE PAGE MIJ-7473 rev. 1 V0312013 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• e truss system. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Perk Sq/Sebringll-2410-C Lanai2-Tray T13907584 PS241OC-L2T FT5 SPECIAL 1 Job Reference (optional) Mid -Florida Lumber, Bartow. FL 8.130 s Mar 11 2016 Mi rek Industries, Inc. Mon Apr 30 06:09:19 2018 Page 1 ID rFfnwM3Wq7GifrcOMh4ZDxyq_6K-jORJpkOUmmiU2fMXUnpPS6uxYgquTwBUAoWhVzLckU r 2-0-0 4-0-0 2-0-0 2-0-0 3x4 = 2 1.Sx4 II 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 011 TCDL 10.0 Lumber DOL 1.00 BC 0.21 BCLL 0.0 Rep Stress Incr NO WB 041 BCDL 5.0 Code FBC2017n-PI2014 Matrix -MP DEFL. In (loc) UdeO Ud Vert(LL) -0.01 5 >999 360 Vert(CT) -0.01 5 >999 240 Horz(CT) 0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=1055/0-3-8, 4=1055/0.3-8 Max Uplift 6=-122(LC 4), 4=-122(LC 4) Max Grav 6=1084(LC 2), 4=1084(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-886/106, 1-2=15171165. 2-3=1517/165. 3-4=886/106 WEBS 1-5=-185/1708. 3-5=-185/1708 Scale = 1.9.4 PLATES GRIP MT20 244/190 Weight: 46 lb FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins. except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES. 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=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 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 6 and 122 lb uplift at joint 4 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1834 lb down and 189 lb up at 2-2-0 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=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-3=100, 4-6=10 Concentrated Loads (lb) Vert:5=-1701(B) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Les PE No. M69 MITek USA, Inc. FL Cert 6634 0904 Perks Ent Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Vwlfy design param I and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 raw. 1OM312015 BEFORE USE. Design valld for use only with MlTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component. not• a truss system. Before um, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUTP11 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2IS N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Type Oty Ply Park Sq/Sebnng 11-2410-C Lanal2-Tray T13907585 PS241OC-L2T 7PS SPECIAL 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06.09:20 2018 Page 1 I D.rFfnwM3 Wg7GifrcOMh4ZDxyq_6K-BD7h 14P6c4uZ5BEZ5C12yge3OyATdv9LjgY3EyzLckT 1.11-2 3.104 1-11-2 1-11-2 1 3x4 = 2 1 5x4 11 3 Scale = 1:9.4 2x4 II 2x4 II 1-11-2 3-104 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 400 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.01 5 999 360 TCDL 10.0 Lumber DOL 1.00 BC 025 Vert(CT) 0.01 5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0 00 4 n/a n/a BCDL 50 Code FBC2017rTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=1302/0-3-8, 4=1302/Mechanical Max Uplift 6=-195(LC 4), 4=-195(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1062/164, 1-2=-1745/262, 2-3=-1745/262, 3-4=-1062/164 WEBS 1-5=-297/1982, 3-5=-297/1982 PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20% Structural wood sheathing directly applied or 3-10-4 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows, 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows 2x4 - 1 row at 0-0-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or beck (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45f1, L=24ft, eave=oft, Cal. II; Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 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 toad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 6 and 195 lb uplift at joint 4. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2212 lb down and 337 lb up at 2-0-0 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=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=100, 4-6=-10 Concentrated Loads (lb) Vert:5=-2212(B) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 3969 Well USA, Inc. FL Cart 6634 1104 Parka East Blvd. Tampa FL 33610 Date: April 30,2018 Q wARNINO - Vorlfy design pare t and READ NOTES ON THIS AND INCLUDED AV rEK REFERENCE PAGE 111II.7473 rev. 1WO312015 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 thus system Before use, the bullding designer must verily the applicability of design parameters and property Incorporate this design Into the overall bullding design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing MiTek• Is ahvoys required for stability and to prevent collapse wdh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and braung of trusses and truss systems, see ANSVTPII Quality Criteria, DSBae and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suds 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type city Ply Park Sq/Sebdng11-2410-C Lanai2-Tray T13907586 PS241OC-L2T FT7 FLOOR 1 Job Reference (optional) mlo-t-=08 Lumber, 1781`10w, FL. 1 2x4 II 5 4 2x4 11 LOADING (pso SPACING- 1-4-0 cSl. TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 TCDL 10.0 Lumber DOL 1.00 BC 0.02 BCLL 00 Rep Stress Incr NO WB 0.00 BCDL 5.0 Code FBC2017/TPI2014 Matrix -MR 1-9-0 o. r au s mar i i cu to mr i ea inuusurus, mu mun rWr ou vv.vmcv av r v —ye r IO.rFrnWM3Wq9GifrcOMh4ZDxyq_6K-BD7h14P6c4uZ5BEZ5Cl2yge HyD2dOWLjgY3EyzLckT 2 2x4 II 3 2x4 11 DEFL. in (loc) I/deN Lid I PLATES GRIP Vert(LL) 0.00 4 >999 360 MT20 244/190 Vert(CT) 0.00 4 >999 240 Horz(CT) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=1460/Mechanical, 3=788/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1458/0, 2-3=-780/0 Scale a 1 9 5 Weight, 19 lb FT = 20% Structural wood sheathing directly applied or 1-9-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected with 10d (0.131 "x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s) for truss to truss connections 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1 Did (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced), Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=67, 34=4 Concentrated Loads (lb) Vert:5=-2141 WARNING - Verify dealgn panmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 ray. 10A13/2015 BEFORE USE. Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a trusa system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component Safaty ; on, evallable from Truss Plate Institute, 21e N. Lee Street, Suits 312. Alexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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 Julius Lee PE No. 34069 MITak USA, Inc. FL Cart 6634 904 Parka East Blvd. Temps FL 33610 Dale: April 30,2018 WOW 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Sebnng II-2410-C Lana12-Tray T13907587 PS241OC-L2T G1 COMMON 3 1 Job Reference (optional) Mid-Flonda Lumber, Banow, FL. 8 130 s Mar l l 2018 MiTek Industries, Inc Mon Apr 30 06:09:21 2018 Page 1 ID:rFfnwM3Wq7G1frcOMh4ZDxyq_6K-fPZ3EQPIN000ILpltvgHUIBC6MME MObUxUHcmOzLckS 4-9-8 9-0-0 13-10-8 18-8-0 79.8-0 4-9-8 NN 4-8-8 4-9-8 t- 4x4 = 4x4 = 5x8 = 40 = 18.8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 025 Vert(LL) 0.12 7-13 999 240 TCDL 100 Lumber DOL 1 25 BC 079 Vert(CT) 0.25 7-10 914 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 5 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=745/0-7-8.5=808/D-7-8 Max Horz 1=-97(LC 10) Max Uplift 1=-124(LC 12), 5=-160(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-1224/422, 2-3=-915/325, 3-4=915/315, 4-5=-1220/407 BOT CHORD 1-7=-297/1049, 5-7=-298/1043 WEBS 3-7=-128/533, 4-7=340/199, 2-7=-348/202 Scale = 1.34 4 PLATES GRIP MT20 244/190 Weight 83 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft, 8=45tt, L=24tt, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) O-D-O to 3-0-0. Interior(1) 3-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0 zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 1 and 160 lb uplift at joint 5. Id This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No.3069 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tempe FL 33610 Date: April 30,2018 Q WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for an individual building component, not • a truss system Before use, the building designer must 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 and/or chord members only. Additional temporary end permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907588 PS2410C-L2T G2 SPECIAL 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:09'2Z ZU15 Nage 1 ID:rFfnwM3Wq?GifrcOMh4ZDxyq_6K-7b7RSmON8i8HLVNxDdLW15kBMmi 5ipeABlAlgzLckR 3-0 4 5-9 8 8-0-0 I 10-7.12 12-10 8 15-7-12 i L 8-0 11 3-0-0 2-9-4 2-2-12 2.7 8 2.2.12 2-9 4 3.0 4 2x4 II 3 2x4 II 8 Scale = 1 33 8 600 Fi2 4x6 4x6 9 24 2 1 5x4 II 4x4 = 27 6x12 = 5 6 6x12 = 28 4 10 11 j 17 16 15 14 13 12 CS 4x4 = 4x8 = 4x4 II 8xl0 MT20HS = 5x5 = 4x4 II 4x8 = 4x4 = 3-0 8-0-0 1 10-7-12 12-10 8 15-7-12 18 8- 0-- 0 311 29_d 7_9.17 9.7.A 2.2-12 2-9 34 Plate Offsets (X Y)— 112 0-3-6 0-2-01 115 0-5-0 Edgel 117:0-3-8 0-2-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.29 14-15 >764 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.62 14-15 >361 180 MT20HS 1871143 BCLL 00 Rep Stress Incr NO WB 091 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight 113 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7 2x4 SP No.1 D BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 'Except' 3-16,8-13 2x4 SP No 2 REACTIONS. (lb/size) 1=1257/0-7-8.10=1320/0-7-8 Max Holz 1=-113(LC 10) Max Uplift 1=-154(LC 12), 10=217(1-C 12) Max Grav 1=1328(LC 17), 10=1391(LC 18) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2582/770,4-5=-7535/2418, 5-6=-7535/2418, 6-7=-7658/2446, 9-10=-2582/842 BOT CHORD 1-17=-805/2360, 16-17=-1920/5955, 15-16=2078/6409, 14-15=-2401/7678, 13-14=-198016254,12-13=-1854/5830,10-12=-704/2272 WEBS 2-17=-450/1503, 9-12=442/1484, 4-17=-3826/1194, 2-4=-2248/785, 7-12=-3806/1224, 7-9=2208/775, 5-15=-536/183, 6-14=-531/198,4-15=330/1306, 7-14=496/1542 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=24ft, eave=4ft; Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-4, Interior(1) 3-0-4 to 13-0-4, Exterior(2) 13-0-4 to 16-0-4 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 1 and 217 lb uplift at joint 10. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (plf) Vert. 1-3=60, 4-7=-199, 8-11=-60, 18-21=-20 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lot PE No. Yt869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April30,2018 Q WARNING • verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111.7477 rev. 1010312015 BEFORE USE. Design valid for use only with MITak® connectors, This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling 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 ' Isbricn:on. storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Ousllty Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Informatlon avallable from Truss Plate Institute, 2ta N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907589 PS2410C-L2T G3 GABLE t 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 09:23 2018 Page 1 I D:rFfnwM3Wq7GihcOMh4ZDxyq_6K-cogpf6R7v7G8yty7mKslalGayADugNPnPomjrHzLckO 1-0A 9.4-0 18-M 19-8-0 1-0-0 94-0 9-4-0 1-M Scale = 1:35 7 4x4 = 3x4 = 18 17 16 15 14 13 12 3x4 = 5x5 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 TCDL 10.0 Lumber DOL 1 25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2017rTP12014 Matnx-S DEFL. In (loc) Udell Ud PLATES GRIP Vert(LL) 0.00 11 n/r 120 MT20 244/190 Ven(CT) 0.00 11 n/r 120 Horz(CT) 0.00 10 n/a n/a Weight 93 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0 lb) - Max Horz 2=99(LC 11) Max Uplift All uplift 100 lb or less at Joint(s) 2, 16, 17. 18, 14. 13. 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15. 16, 17. 14, 13. 10 except 18=255(LC 17). 12=254(LC 22) 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=24ft; eave=2ft; Cat. II; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 9-4-0. Corner(3) 9-4-0 to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Truss designed for wind loads In the plane of the truss only For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fit between the bottom chord and any other members. electronically Signed and 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 2, 16. 17, 18, 14. sealed by Lee, Julius, PE13, 12, 10 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. Julius Lee PE No. 34869 Milk USA, Inc. FL Cert 6634 6904 Parke East 81vd. Tempe FL 33619 Date: April 30,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rw. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an IndiAdual building component, not e truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional 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 on, fabrication, storage, delivery, erection and bracing of trusses end truss systems, $ee ANSIITPI1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq/Sebringll-2410-C Lanei2-Trey T13907590 PS241OC-L2T J7 JACK 22 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries. Inc. Mon Apr 30 06:09,24 2018 Page 1 ID rFfnwM3Wg7GifrcOMh4ZDxyq_6K-0 ECIRSdgJO_apXKK2N 6WpcLZSIZgWweSWHNjzLckP 1-0-0 I 7-0-0 1-0-0 7-0-0 I 3x4 = Scale = 1:21.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 4-7 >679 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 054 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MP Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-3-8, 4=90/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-73(LC 12), 2=-59(LC 12) Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft• Cat II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-11-4 zone,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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) 3, 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. M869 Well USA, Inc. FL Cent 6834 6904 Parke East Blvd. Tampa FL 33810 Date: April 30,2018 Q WARNING - Varlify design penmen- and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev IOM212015 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 • trusa system Before use, the building designer must verity the applicability of design parameters end 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 MiTek, Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the rebrkat:on, storage. delivery, erection and bracing of trusses and truss systems, see ANSITfPl1 Quality Criteria, OSB49 end BCSI Building Component 6904 Parke East Blvd. Ssfaty : on, avallable from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36810 Job Truss Truss Type City Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907591 PS241OC-L2T J7A JACK 4 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Mon Apr 30 06 09 24 2018 Page 1 ID:rFfnwM3Wg7GifrcOMh4ZDxyq_6K-4ECIRSdgJO apXKK2N 6WpcNZS1ZgvmeSWHNIzLckP 6. 10-8 6. 10-8 3x4 = 6- 10-8 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 3-6 687 240 TCDL 10.0 Lumber DOL 1.25 BC 053 Vert(CT) 0 23 3-6 357 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017(TPI2014 Matrix -MP LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 1=273/Mechanical, 2=182/Mechanical, 3=90/Mechanical Max Horz 1=95(LC 12) Max Uplift 1=-21(LC 12). 2=-74(LC 12) Max Grav 1=273(LC 1). 2=182(LC 1), 3=128(LC 3) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Seale = 1:21 8 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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=0.18; MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Interior(1) 3-&0 to 6-9-12 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 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 3069 kliTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q WARNING - Vrlfy design perimeters end READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. f0103/201 a BEFORE USE. Design valid for use only with MITekV connectors. This design is based only upon parameters shown, and is for on Individual building component, not • a trust Sy Ism Before use, the building designer must verify the oppikabikty 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. Addalonal temporary and permanent bracing M iTe k' IsalwaysrequiredforstablldyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPit Quality Criteria, OSB419 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Trust Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Perk Scl/Sebring11-2410-C Lanei2-Trey T13907592 PS2410C-L2T J7T SPECIAL 3 1 Job Reference (Optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Mon Apr 30 06 09 25 2018 Page 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-YAos4nTFRd WrCz6WuluDfjMkPzrFIG84s6Fgv9zLckO 1-0-0 2-7A I 4.8-9 _ 7-0-0 1-0-0 2.7.4 2-1-5 2-3-7 3x4 = 11.50 II Scale = 1.22 9 2.7-0 I 7-M LOADING (par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 TCDL 10.0 Lumber DOL 1.25 BC 0.34 BCLL 00 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 3-9, 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=18/Mechanical, 2=34310-7-8, 7=261/Mechanical Max Horz 2=141(LC 8) Max Uplift 5=-19(LC 8). 2=80(1_C 8), 7=-72(LC 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-378/89 BOT CHORD 3-7=-166/409 WEBS 4-7=-468/190 DEFL. In (loc) I/deft Ud PLATES GRIP Vert(LL) 0.12 8 >665 240 MT20 244/190 Vert(CT) -0.25 8 >332 180 Horz(CT) 0.13 7 n/a n/a Weight: 29 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 1010-0 oc bracing, Except: 6-0-0 oc bracing: 2-9. NOTES- 1) Wind- ASCE 7-10. Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft, Cal II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) NA 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell 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) 5, 2, 7. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 111lTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 30,2018 Q WARNING - Verify design p—ritiars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PA E 1101I1.7473 nw. 1010312015 BEFORE USE. Design valid for use only with MITekla connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • e truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" I$alweys required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the febrication, storage, delivery erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information avaiiabie from Truss Plate Institute. 218 N. Lee Street, Suae 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907593 PS241OC-L2T KJ7 JACK 7 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06:09:26 2018 Page 1 ID:rf fnwM3Wq7GIfrcOMh4ZDxyq_6K-ONMyH7TICweip6hiSSPSBxu 1 vNA21 fOD5m7NRbzLckN 1-5-0 5-1-9 9-10.1 r 1-5.0 5-1.9 4.8.8 Scale = 121.9 2x4 = t.oxe n 5 3x4 = 5-1-9 5.1-9 9-10-1 4-8-8 LOADING (pso SPACING- 2-0-0 CSI. DEFL. In loc) Udefl L/d 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 0.43 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 100 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 purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=508/0-4-15, 5=325/Mechanical Max Horz 2=155(LC 8) Max Uplift 4=-77(LC 8). 2=155(LC 8). 5=-84(LC 8) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-774/163 BOT CHORD 2-7=-247/698, 6-7=247/698 WEBS 3-7=0/272, 3-6=-758/268 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45fl; L=24ft; eave=4ft; Cat. If: Exp B; Part Encl., GCpi=0.55; 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 noncencurrent 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 gtrder(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, 5 except 61=1b) 2=155. 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 1-6-1, 3 lb down and 11 lb up at 1-6-1, 3 lb down and 41 lb up at 4-4-0, 3 lb down and 41 lb up at 4-4-0, and 27 lb down and 68 lb up at 7-1-15, and 27 lb down and 68 lb up at 7-1-15 on top chord, and 2 lb up at 1-6-1, 2 lb up at 1-6-1, 5 lb down at 4-4-0. 5 lb down at This item has been 4-4-0. and 20 lb down at 7-1-15, and 20 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is electronically signed and the responsibility of others. sealed b Lee, Julius, PEy7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert: 1-4=60, 5-8=-20 Concentrated Loads (lb) signature must be verified Vert. 13=53(1`=-27, B=-27) 14=4(F=2, B=2) 15=-10(F=-5, B=5) 16=-35(F=17, B=17) on any electronic copies. Julius Lee PE No. 34369 MiTek USA, Inc. FL Celt 6614 6904 Parka East Blvd. Tempe FL 11610 Date: April 30,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Deslgn valid for use only with MITakS connectors. This design Is based only upon parameters shown, and Is for an Individual bustling component, not • a truss system Before use, the bustling 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 and/or chord members only. Adddlonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-e9 and BCSI Building Componont 6904 Parke East Blvd Saroty Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tsmpa, FL 36810 Job Truss Truss Type Oty Ply Park Sq/Sebring11-2410-C Lanai2-Tray T13907594 PS241OC-L2T KJ7T SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 09 27 2018 Page 1 ID.rFfnwM3 Wg9GifrcQMh4ZDxyq_6K-UZwKVTUVzEmZRGGJ/Awhk8R2xnMSm7hN KOkx_2zLckM 1-5-0 3-7.7 6-7.8 ( 9.10-13 1-5-0 3-7-7 2-11.15 3.3-7 3x4 = 3x6 = 1 3-7-7 6.7-6 9.10-13 , LOADING (psQ SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 1.00 TCDL 10.0 Lumber DOL 1.25 BC 1.00 BCLL 0.0 Rep Stress Incr NO WB 0.29 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No.2 'Except' 3-6. 2x4 SP No 1D. 3-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=49/Mechanical, 2=527/0-11-6. 6=416/Mechanical Max Horz 2=142(LC 8) Max Uplift 5=-29(LC 8). 2=170(LC 8). 6=133(1_C 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-287/3, 3-4=-1024/301 BOT CHORD 3-8=-356/990, 7-8=359/998 WEBS 4-8=-87/346, 4-7=-1097/394 Scale = 1:22 6 DEFL. In (loc) I/defl Ud PLATES GRIP Vert(LL) -0.33 9 >359 240 MT20 244/190 Vert(CT) -0.63 9 >188 180 Horz(CT) 0.24 6 n/a n/e Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft, Cat. 11; 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 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 100 lb uplift at jolnt(s) 5 except 61=1b) 2=170, 6=133. 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, 12 lb down and 29 lb up at 4-4-12, 12 lb down and 29 lb up at 4-4-12. and 20 lb down and 61 lb up at 7-2-11, and 20 lb down and 61 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12. 2 lb up at 1-6-12, 19 lb down and 20 lb up at 4-4-12, 19 lb down and 20 lb up at 4-4-12, and 31 lb down and 20 lb up at 7-2-11, and 31 lb down and 20 lb up 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=l 25 Uniform Loads (plD Vert: 1-3=60, 3-5=-60, 1D-11=-20, 9-10=20, 3-6=-20 Concentrated Loads (lb) Vert, 16=20(F=-10, B=-10) 17=4(F=2, B=2) 18=-38(F=-19, B=-19) 19=-62(F=-31, B=-31) This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33610 Date: April 30,2018 WARNING - V:rlfy d-ligm pararralars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability end to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabric at storage, delivery, :;action and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety nformstlon evallable from Truss Plate Institute, 218 N, Lee Street, Sidle 312. Alexandria, VA 22314. Tampa, FL 36610 40 Job Truss Truss Type Oty Ply Perk Sci/Sebring II-2410-C Lanai2-Trey T13907595 PS241OC-L2T MG1 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:09.27 2018 Page 1 I D:rffnwM3Wg7GifrcOMh4ZDxyq_6K-UZwKVTUVzEmZRGGv?Awhk8R BmNtm7XNKOkx_2zLckM 4- 0-12 7-0-0 4- 0-12 2-11-4 Scale = 123 3 5x5 = 300 II 4x4 =4 4- 0-12 4- 0-12 7- M 2- 114 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip COL 1 25 TC 0.43 Vert(LL) -0 04 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber COL 1.25 BC 091 Vert(CT) -0.08 5-7 >992 180 BCLL 0.0 Rep Stress Incr NO WB 081 Horz(CT) 0.01 4 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix -MP Weight. 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing 3- 4: 2x4 SP No.2 REACTIONS. ( lb/size) 1=1756/0-7-8, 4=2089/Mechanical Max Horz 1=95(LC 8) Max Uplift 1=-297(LC 8), 4=-389(LC 8) FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2230/350 BOT CHORD 1-5=-374/1990, 4-5=-374/1990 WEBS 2-5=-350/2139, 2-4=-2442/459 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=4ft; Cat. 11; 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 100 lb uplift at joint(s) except at=lb) 1= 297,4=389 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 236 lb down and 62 lb up at 0- 0-0. 1020 lb down and 194 lb up at 2-0-12, and 1020 lb down and 194 lb up at 4-0-12, and 1022 lb down and 192 lb up at 6-0-12 This item has been on bottom chord. The design/selection of such connection device(s) is the responsibility of others. electronically Signed and 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Sealed by Lee, Julius, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads (pit) document are not considered Veit: 1-3=60, 1-4=-20 signed and sealed and the Concentrated Loads (lb) Vert: 1=-236(F) 5=-1020(F) 8=-1020(F) 9=-1022(F) signature must be verified gon any electronic copies. Julius Lee PE No. 34869 69) Tek USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tempe FL 33610 Date: April 30,2018 Q WARNING . Varlry dasfgn paramalars and READ NOTES ON TMS AND INCLUDED MITEN REFERENCE PAGE 01111-7473 rov. 10103/2015 BEFORE USE. Design valid for u30 only with MlTekm connectors This design Is based only upon parameters shown, end Is for an Indk4dusl building component, not • truss system. Before use, the budding designer must verify, the appikabWty of design parameters end property Incorporate this design Into the overall hudding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallable from Truss Plate Institute, 218 N. Lee Street, suds 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lanai2-Tray T13907596 PS2410C-L2T N1 COMMON 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06 09 28 2018 Page 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-ylUlipV8kYvO30r5ZtSwHM_RRBsYVeS WY4UU WUzLckL 7-0-0 4x4 = 4x4 = 4x4 = Scale = 1.14 6 1-1 3-6-0 7-0-0 3-" 3-0.0 Plate Offsets (X Y)— 11:0-1-8 Edgel 13:0-1-8 Edoel LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.12 Vert(LL) -0.01 4-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 4-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 026 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight. 30 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=564/0-3-8, 3=610/0-3-8 Max Horz 1=-17(LC 6) Max Uplift 1=-105(LC 8), 3=-113(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-885/167, 2-3=885/168 BOT CHORD 1-4=-130/784, 3.4=130/784 WEBS 2-4=116/682 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf; h=25ft; B=45ft; L=24ft, eave=4ft; Cat. II; Exp B. Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=105, 3=113. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 298 lb down and 57 lb up at 1-9-4, and 298 lb down and 57 lb up at 3-9-4, and 298 lb down and 57 lb up at 5-9-4 on bottom chord. The design/selection of This item has been such connection device(s) is the responsibility of others. electronically signed and r7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). sealed by Lee, Julius, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Printed copies of this Uniform Loads (plf) document are not considered Vert: 1-2=30, 2-3=-30, 1-3=-10 signed and sealed and the Concentrated Loads (lb) signature must be verifiedVert: 4=-298(B) 9=-298(8) 10=-298(8) on any electronic copies. Julius Lee PE No. 11869 Mall USA, Inc. FL Cart 6834 904 Parke East Blvd. Tampa FL 33810 Date: April 30,2018 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE 111I1.7477 rev. 1OM312015 BEFORE USE. Design valid for use only wait MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, nol • a truss system. Before use, the building designer must verify the appllcablllty of design parameters and properly Incorporate this deslgn 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 MiTek• 11411 kvays 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 ANSIfTPII Quality Criteria, DSB-e9 and SCSI Building Component 8904 Parke East Blvd. Safety Information evallable from Truss Plate Institute. 21a N Lee Street, Sulte 312, Alexandria. VA 22314 Tampa. FL 38610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lana12-Tray T73907597 PS241OC-L2T N2 GABLE 1 1 oReference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 a Mar 11 2018 MiTek Industries, Inc Mon Apr 30 06 0929 2018 Page 1 ID:rFfrwwM3Wq7GifrcOMh4ZDxyq_6K-Oy25w9WmVrl HhaOH7bz9pZWZcaGaE5ygnkD22wzLckK 1.11-0 3-8-0 7-0-0 8-0-0 1.0-0 3-6-0 3-6-0 1-0-02 Scale = 1:16.8 04 = 2x4 = 1.5x4 II 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 TCDL 10.0 Lumber DOL 1.25 BC 012 BCLL 0.0 Rep Stress Incr YES WB 0.05 BCDL 100 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=209/7-0-0, 4=209/7-0-0, 6=26217-0-0 Max Horz 2=43(LC 11) Max Uplift 2=-99(LC 12). 4=-99(LC 12), 6=20(LC 12) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. 7-0-0 7-O-D DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) 001 5 n/r 120 MT20 244/190 Vert(CT) 0.01 5 n/r 120 Horz(CT) 0.00 4 n/a n/a Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns BOT CHORD Rigid ceiling directly applied or 1D-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=25ft; B=45ft; L=24ft; eave=2ft, Cat. II; Exp B, Encl. GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 3-6-0, Comer(3) 3-6-0 to 6-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Gable requires continuous bottom chord bearing 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 lb uplift at joint(s) 2, 4, 6. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 Wait USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 30,2018 Q wARNINO . Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11•7473 rev. 10/0312015 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 properly Incorporate this design into the overall butlding 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 for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Cdtarta, DSB-89 and BC51 Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandris, VA 22314. Tamps, FL 38610 Job Truss Truss Type Oty Ply Park Sq/Sebring II-2410-C Lenei2-Tray T13907598 PS2410C-L2T V1 VALLEY 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow. FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Mon Apr 30 06:0929 2018 Page 1 ID:rFfnwM3Wq7GifrcOMh4ZDxyq_6K-Oy25w9WmVrl HhaOH7bz9pZWdkaHuE5lgnkD22wzLckK 16-0 3-0A 1-8A 1-0 3x4 = 6.00 12 2 _ 2.4 4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.25 BC 004 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) 000 3 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=74/3-0-0, 3=74/3-0-0 Max Horz 1=9(LC 11) Max Uplift 1=-18(LC 12), 3=-18(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 166 PLATES GRIP MT20 244/190 Weight 8 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-D-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: Vul1=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 8 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 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 100 lb uplift at Jolnt(s) 1, 3 This item has been electronically signed and sealed by Lee, Julius, 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. Julius Los PE No. 34369 Melt USA, Inc. FL Cart 6634 6904 Parka East Blvd. Temps FL 33610 Data: April 30,2018 Q WARNING - Vrfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 raw. 101031201e 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 verly the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' Is always required for stablidy, 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 ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Informotlon available from Truss Plate Institute, 210 N Lee Street, Suite 312, Alexandria. VA 22314 Tamps, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 314' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 -;16 For 4 x 2 orientation, locate plates 0- 'ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 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 theroutput. Use T or I bracing if indicated. BEARING Indicates location where bearingsno (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS Cr-2 Cz-3 o WEBS C, 4 OU CL u U OI C7-8 C6-7 c" OF BOTTOM CHORDS 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 MiTek a MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 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 aftemative Tor I bracurg should be considered. 3. Never exceed the design loading shown and never stack materials an inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by 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 consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, d no ceding is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. U) w J w U to 0 Z J ci Q w Z F- p O Z Z Q^ w v/ Z O H w U = w ~ Z O Z to O V) U w Q ~ Z U Z = a w U) c/) rn w w Q Ow C Z H O w0 m w D O Z U w w O Q w -V Z Z 04 Z Z O w U w Q (naIJ Q> w O > O J OJJZ LL Q 20 314" Q N 23 314" 24" c 26'- 0"E 14'- 0" I GARAGE I _ 11'- 4" _ _ 101- 0" _ _ 18'- 8" _ I APPROVED TRUSS ANCHOR BY BUILDER BOTTOM = 4x2 TOP = 4x2 2x4 Cont. Band •. d TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 12 TOP= 2x4 6. 0 / 4. 0 y — ONO 12 TRUSS END DETAIL J L 14 - HUS26 1 - PLY HGR A L 22 - HHUS46 FLR HGR U U 7 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHDRD LIVE 200 ITOP CHORD LIUE. 400 ITOP CHORD DEAD: 10.0 ITOP CHORD DEAD, 100 IBOTTOM CHORD DEAD 100 IBOTTOM CHORD DEAD 50 ITOTAL LOAD (PSF) 400 (TOTAL LOAD (PSF) 550 STRESS INCREASE 125 ISTRESS INCREASE 10 INS TRUSS SYSTEM HRS BEEN DESIGNED WITH LORDS GENERFITED BY 140 MPH WINDS USING 42 PSF TOP DOD DERD LORD RND 30 PSF BOTTOM CHORD DERD LORD 0 MILES FROM HIRRICRAE OCERN-INE CRT. 11 E)(P. B (RSCE 7-101 INUR Park Square Homes 2410 - C Lial BXSS TRAY CLG OPT LANAI- 2 OPT mm FIRST FLOOR Sebring II - C PS2410C- 1-2T wA If wth BY 4 27-18 Bmax IDp U) Lu J w 2 U U CD Z_ 1 6 Z p O Z Z Q w U) co z 3: O ly F- W z O Z cn O cn U 0 w J w ZQI.- Z U O Z - wL w o N Q LL W (D U) 2 ZH J O Q QU) m w a Z O7 = J Z U w W Q Z " Z Z Z O w U (n w ¢ cnd n U) J Q w O O JOJJ Z LL Q 28'- 8" CJ n l n n n n n n n n CJ1 XCJJ3 1tv 62 B1 B1 B2 63 64 CJ1 C 1 J LN1 N2 cn n nMUUCJ3 CJ5 CJ5 B5A 6l12 64A B3A 6/12 6/ 12 6/12 CJ5 CJ5 Q Q Q Q CJ3 CJ3 1 n cn U U U U 15'- 10" _ I _ T- 0" _ I _ 5'- 10" 0 12" SECOND FLOOR APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 4TOP= 2x4 6.0 g012 12" J L 3 - HUS26 1-PLY HGR e MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 2410 - C 1 4i ix V.4Y1 \ LER FMSS TRAY CLG OPT LANAI-2 OPT mn Sebring II - C PS2410C-L2TN/A a3o,e sax j ZCOU;:D C0: i City. of Sanford Building and Fire Prevention Product Approval Spe J\plN ation Form 8 2 4 5 9 SANr Permit # ORD Project Location Address i 1-Gcr Sly q 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 94fT40-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 Hung Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Projected Mullions MI Windows 8 Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other Tune 2014 1 Category / Subcategory Manufacturer - Product Description Florida Approval # including 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 #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 2 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other' 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name 6U1 fAl 04tej Please Print), June 2014 Florida Building Code Online https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=w6 EVX... ion — Professional q BCLS Home ; Log In I User Registration Hot Topics Submit Surcharge Stats t Facts PublcaWrts- I FBC Staff I 13CIS Site Map 1 Links I Search Florida ail Product Approval - ppr USER: PuhOc User PrpQyc[ Aotunval Menu > Product or AooAca[Iop,yatCtt > AP&p- n-44t > AppBmtion Detail 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@rwbldgconsultants.com Authorized Signature Vivian Wright ' rickw@rwbidgconsultants.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 Flonda Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL8871 Re COI (b) CertgC og fIndependence.pdf Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM. E1300 1998 ASTM EB4 2000 ASTM G26, 1995 TAS 201, 202, 203 1994 I of 4 4/15/2018, 5:00 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?palam=wGEVX... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R@ Equiv b Equivalency of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval. 10/19/201.7 Date Approved 12/12/2017 Summary cf Products FL # Model, Number or Name Description 8871.1 I a. "ClassicCraft Rustic" Series 3'6 x 8'0 "impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Limits of Use l Installation Instructions Approved for use in HVHZ: Yes j FL8871 R8 ILL) Inst 8871.1.pdP Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes jDesign Pressure: N/A I Evaluation Reports j other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.1.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes t and installation instructions. f 16871.2 — I b. "ClassicCraft" or "ClasslcCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - J I ; Rustic" Series -- Limits of Use Inswing or Outswing j1 Installation Instructions Approved for use in HVHZ: Yes FL8871 RS Ir (b) rnst 8871.2.odf Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations Create by nd ( b) Eval Third Papdfrty:YeCreatedbyindependentThirdParty: Yes I and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact' Opaque Fiberglass Single Door with i Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 RS ll (b) Inst 8871.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes. i Design Pressure: N/A ' Evaluation Reports Other. See INST 8871.3 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 6871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes j and Installation instructions. (For FlberClassic and SmoothStar sldelites, this product approval requires the use jI j of "J" part numbers for these Sidelites, which have been Iistainedorpaintedwithinsixmonthsofinstallation.) 881 47Id. "ClassicCraft" or 'ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions } lApprovedforuseinHVHZ: Yes FL8871 R8 II (b) Inst 8871•.4.pdf I Approved for use outside HVHZ: Yes j Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.4.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires -the use i of "I" part numbers for these Sidelites, which have been 2 of.4 4115/2018, 5:00 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... ' stained or painted within six months of Installation.) i I 8871.5 I e. "FiberClassic" or "SmoothStar' 13-0 x 8.0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing I Limits of Use I Instaliation Instructions Approved for use in HVHZ: Yes FL8871 R8 II_Lb) Inst 8871.5.odf 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 8871.5 for Design Pressure Ratings by FL8871 R8 AE (b) Eval A_Q71,5.cdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. -- - L— - — -_- — 1. ----- •— -- - --- -- 8871.6 f.'FiberClassic" or "SmoothStar" Series j Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes i TO x 8'0 "Impact" Opaque Fiberglass'Single Door with Sidelite (OX or XO) - Inswing or Outswing - --- --' Installation Instructions FL8B71 RB R_(b)-Inst 8$71.6.pdf Verified By: Lyndon F. Schmidt, P.E. Impact Resistant: Yes Created by Independent Third Party Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R$_AE_(b)_Eval $87126.Rdf specific Model and for any other additional use limitations Created by Independent Third Party and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 1 43409 Yes Yes i 8871.7 i g. "FiberClassic" or "SmoothStar" TO x 8'0 "Impact" Opaque Fiberglass Single Door with j Series Sidelites (OXO) - Inswing or Outswing i Limits of Use f Installation Instructions Approved for use in HVHZ: Yes I FLE871 R8 II (b) Inst-8871.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 821-1-2 pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 I h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) GasslcCraft" or "ClassicCraR Ir I Inswing or Outswing Rustic". Series - _ I i Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl$ R8 II_(b) Inst 8871.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other- See INST 8871.8 for Design Pressure Ratings by 871 R8 AE (b) Eval 8871.8.odf i specific Model and' for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. 18871.9 i I. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact -Opaque Fiberglass Double Door with icCraftClassicCraft" or "Class Sidelites (OXXO) --Inswing-or Outswing Rustic" Series Limits of Use Installation Instructions YesApprovedforuseInHVHZ:88FL8871R8lI (b) Inst 71.9.nI0ff Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.9 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For RberClassic and SmoothStar Sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports I FL8871 R8 AE (b)_Ev-a186j71.9.odf iCreatedbyIndependentThirdParty: -Yes Boor Next 3 of 4 4/15/2018, 5:00 PM Vlorida Building Code Online https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVX... Contact Us :: 2601 Bmir Stone R^_ad. Ta6frassee Fl 32399 P_yh ne: B50-487-18Z4 The State of Florda is an AA/EEO employer. Copyright 2007.2013 State of Ffonda.:: Pryacv Statement :: Accessibifty Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mail address released in response to a pubic -records request. do not send electronic mail to this entity. instead, contact the office by phone or by traditional man It you have arry questions. please contact 850.487.1395. • Pursuant to Section 455.275(1), Florida Statutes, a fecuve October 1, 2012, kcnsces licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The email provided may be used for official communication with the licensee. However emad addresses are public record. U you do not wish to supply a personal address, please provide the Department with an email address which can be made ava liable to the public. To determine If you are a licensee under Chapter 455, F.S., please c5ek 0stg. Product Approval Accepts: Credit Card Sate 4 of 4 4/15/2018, 5:00 PM THERMAITRU a THERMA TRU DOORS 1 16 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT" DOOR w/ "NON -IMPACT' SIDELITES INSWING / OUTSWING GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 61h Edl1Dn (2017( Florida Building Code (FBCI structural requirements Indudng Ihe'Hlgh Velocity Hu atone Zone' (HVHZ(. 2 Product anchors shill be as Ibled and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the 'HVHZ'the opaque door complies wilh Section 1626 of the Florida Building Code and does not require an Impact resistant coverksg. The non -Impact sidelle must be protected vAlh an impact resistant covering complying vAlh Seclbn 1626 of the FBC. 4. When used In areas outside of the'HVHZ" requMng wind borne debris protection, the opaque door complies wllh FBC Sections 1609.1.2 6 2301.2.1.2 and does not require an knpoci resistant covering. The opoquo door meets rrdssle level"Er and Includes Wind Zone 4 as dented in ASTM E 1996 and FBC Sections 1609.1.21 d R301.2.1.21. The non-Impocl sideilles must be protected with an impact resistant covering complying with FBC Sections 1609.1.2 8 R301.2.1.2. 5. Fos 2x stud homing comtrucllon, anchoring of these units shol be the some as that shown for 2x buck masonry construclion. 6. Site conditions that deviate from Ilia details of this droving require further engineering analysis by o licensed engineer or registered architect. 7. Outsw+ng conflguraIons using coastal son Item 04 under active doors. and oil silo used under the sidelles, meet water Infiltration requkements for'HVHr'. 8. inswing configurations and outswing conflgurotloru using sM item 65 under the door do not meet the water InlAtrolion requirements for the 'NVHZ' Ond shol be Installed a* In non-habllable areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to s01 Is less than 45 degrees. TABLE OF CONIENIS SHEErA DESCRIPTION I Typical efevalam. Best n pressures 8 general notes Door anel detour Smooth star( Door panel details (Fiber classic( Sidelte aneldelals Hor onloI'rosssections N-- Vertical rxo0 sectkxls 7 Vertical cross Sections Buck and frame anchodrg - 2X Luck masonry comtructlon Frame anchoring - ix buck masonry construction 10 Components d Gladng decals I I Bi. o1 Maleriols 71. 7SMAx.O.A. Whit: MUM 37. 75 MAX. _ FRMsE WIDTH r_ 36. 00' MAX. _ I PANELWIDIH m a xf r LJ O f r Lj i P P O If J fI 15. 50. MAX. a 11 rllU Q1j FRAMEWIDTHass13. 7.7 MAX. PANEL WIDTH a V 8 OVERALL -': DESIGN PRESSURE (PSF)- DOOR TYPE - SWING ' FRAME - POSITIVE' NEGATIVE' DIMENSION' INSWING 71.75" x 98.00' 6 0.0 60.0 SMOOTH OUTSWING 71.75" x 94.50' 65.0 65.0 STARINSWING 71.75" x 98.00• 60.0 60.0 FIBER OUTSWING 71.75" x 96.50' 65.0 65.0 CLASSICSee sneei rU sar uergn pxessUe if-iu ns. IWAD N.T.S. I er: er: FL- 8871.7 rr I or 11 EXTERIOR L DETAIL A -A J f 0 smooth na< 000000000000000000000000000000000000000000000000000000000000-1 000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000 00000000000 00 000000000000000 0000000000000000 11, DETAIL A•A Pond Idntogwi t 28.86% OPEN AREA MAX. INTERIOR 1 HORIZONTAL CROSS SECTION 1 1,,, Sys EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 N106:191S W 7 oo n nN-Z 5 OS 22 08 M N.T.S. g 5 er lin m er LFS 3 FL-BB71.7 Q 2 or 11 n 64 66 67 61 EXTERIOR L DETAIL A -A J L o Flber Il0 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 00000oar,0 a 00000 000000000000000000000000000000000000000000000000000000000000 , DETAA A•A Panel rehNorcemenl INTERIOR 1 HORIZONTAL CROSS SECTION 3 407 TYP. 4 OF PANEL c CORNERS r<LLLLLI O R Il 6 63 LOC 1 I.Ir r— C l llC rJ r I 28.86% OPEN AREA MAX. EXTERIOR Se- P 0 ti9A yy f 6 maati v CZ INTERIOR 2 VERTICAL CROSS SECTION 3 ay. DWS n• LFS rum Hoy FL-8s71.7 0 3 or I 13.75' MAIL PANEL WIDTH v ei i TI D 70 D ANE I— 1.53' 71 P I fa i I I . 72 SideRe' 2 d A e 73 Sidefite 9' MAX. D.L. EXTERIOR U INTERIOR k fr 1 HORIZONTAL CROSS SECTION q ( closslc craft 8 rustic) T MAX. D.0 EXTERIOR INTERIOR 2 HORIZONTAL CROSS SEC71ON q ( Fiber classic) I' MAX. D.L. EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 4 ( Smooth star) EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR l a 0 73 73 73 SML N.D.S. on. ann. BY: DYIS ar rr: LFS 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION b VERTICAL CROSS SECTION 8871.7 4 ( Cask Cron L rusllc) 4 (Fiber dam) 4 (Smooth star) sans -, L OF ii NOTE: 1. Sidelite ass'y fastener; 6' from each end and 6 more screws equally spaced between. 8 screws total per Jamb.( 1-1/1'MW. EMB. (IYP.) 1 HORIZONTAL CROSS SECTION 5 aulswing shown - inswing a o cpprovad 2 HORIZONTAL CROSS SECTION S 0ahuopp oed 4mvinB 4 HORIZONTAL CROSS SECTION 5 Shown w/lXsub-buck 3 HORIZONTAL CROSS SECTION 5 autsmv shown - iruwu g also approved C B S i o^ 0 nciQ oi 0 n n ^ 2 0 05 22 08 i er DWS o' en IFS 3 wrc sw, FL- 8871.7 0 a- 5—oF1L " tox- 6 6E EXTERIOR " "`yJ"` - INIMUK 1 VERTICAL CROSS SECTION 6 =pposved -Inswing EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 6 Ins+Mg configurafbn see general notes sheaf 1forgrwaterlnfllrationEXTERIOR - "//' INTERIOR M62 VERTICAL CROSS SECTION Shownw/ 1Xsub-buck EXTERIOR INTERIOR see general rioies sheet I for' HVHP water Inf llration INTERIOR Q: In EXTERI& hrrr s t\s 1 p z gE imos{iS 9 a F maaoT 40 ¢ , i 60 € E I z 0 03VERTICAL CROSS SECTION'I r` o 6 Out ng confrowallon see ggenord nor s sheet I c a For itVHt water Infiltration requtrements Y ; INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 6 Outswfng conf guratbn sea genoral notes sheet I for'NVHP water infllratfon aI IaImI I Ii o e O O^ N O 3 L r h N ^ = U DS 22 08 _ n N. T.S. ° 5 BY: DWS m en LM ? C YHe e0.: m FL- 8871. 7 a 0 6of 11 n z 4 Z 7o NOTE 1 9 9 o v EXTERIOR INTERIOR T VERTICAL CROSS SECTION 7 Outswings awn-kvmngalsoapprav NOTE: 1. Screws thru head and SM Jamb located T from each end and O.C. (TYP.) One. EXTERIOR INTERIOR I T74 VERTICAL CROSS SECflON Irtswtng cantlgurallon EXTERIOR— INTERIOR 4 VERTICAL CROSS SECTION 7 Shown w/1Xsub-buck EXTERIOR 5 VfRIiCAL CROSS SECTION 7 Inswing configuration INTERIOR o'er z INTERIOR EXTERI * 1111 o dz SEE NOTE 1 M R a E _ ey, S 70 \' VVV X 5 E! c° z 3 VERTICAL CROSS SECTION 7 Ouhwing configuration INTERIOR EXTERIOR NOTE 1 4 i E =W F 6 VERTICAL CROSS SECTION 7 Outswing configuration or z n icy^ l.Q NQO na—Z 05 22 08 4 N.T.S. ° DWS s n LFS 3 nrq No: m FL-8871.7 ° N a Z 0 ° J-L 0 I I e II D II MASONRY I I TYP. HEAD L I I JAMBS IIOPENINGII II II II II 2X BUCK I MULLION I I I SHOWN FOR I I REFERENCE II ONLY l II II II II 1 II II II II IN Y o to • * ••• J 4' n J_ -1J 'Bow I 1 a g zo En 9m a MASONRY J y Q V m a i fb OPENING u Ij— EE z 7a FRAME t= N L U 1 TYP. SRI TYP. 2X BUCK I F MULLION TYP. SILL i & 0 MUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor focoHons of the comers may be adjusted to maintain the min. edge distance to morfarjoinfs. 2. Concrete anchor locoffons noted os "MAX. ON CENTER" must be adjusted to maintain the min. edge "once to morfor jalnh. additional concrete anchors may be recluked to eruure the "MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: MINI CLEARANCE, 1dlN: CLEARANCE fANCtjOR; ANCHOR• 70`MASONRY ; s:eTO ADJACENT=:' i,SIlE:_'i;'.141BEDMENT,.:ANCMQR::'.: 1/4' 1.1/4" 2" TAPE NW EICO 1/4" 1.1/ 1" 4 ULTRACON WOOD SCREWfNSTALLATION NOTE57NOTE51 I. Malnfafn a minimum 5/e" edge distance, 1' end distance, & I"o.c. spacing of wood screws to prevent the spilttfng of wood. HINGE DEVIL LATCH A DEADMOLT DETAIL 05I 61NII I I I? s 0 v M N^ Z tl 5 05 22108 = L N.T.S. 9 m DWS a sm LFS '> nr+o r+o: a m Fl_-8871.7 °a n e or j j a THESE (2) ANCHORS REQ'D ONLY WHEN DP > 60.0 PSF MASONRY OPENING FRAME I BUCK HINGEJAMB \ FRAMEANCHORING Mosorry IX buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers maybe adjusted to maintain the mitt. edge distance to mortar joints. 2 Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joinfs, additional concrete anchors may be requked to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: MIN. CLEARANCE: lAIN.:CLEARANCE ANOFjOR ANCHOR MIN;_ ==='` TOMASONRY';'; aO:ADJA,CE R:r EMBEDMENT ANCHOR-..;:; E;; 1/4' 1.1/4' 2" 4• TAPCONe WOOD SCREW AAILA ON Malnfaln o minMurn N edge NOTES: distance, I- end distance, 6 I"o.c. spachg of 1. wood screws to prevent the spfitfkV of wood. I hdO STRIKE JAMB M p cZ ZU 0g1 W v r m aa 5Q 4x4€ d LATCH B DEADSOLIDETAIL HINGE DETAIL HS, i e' OS 22 08 i n N. T. S. ° an DWS m' K LFS 3 rwo 4W a FL- 8871.7 0 0 l OF d O ST L I R OutsvMg coos of L 15 T TNREf 1D lnswvn odJ<sslabb 5.75' 4 5 OLD Out stanc .d 2f] SWINGS DE Spacer 1/T GLASS3/4" THK. BILE I I — GLASS 1 / B" TEMP. AIR SPACE 1/ 8-TEMP. SWIGGLE GLAZING 24 SPACER it O L O1 Slrbsufaredpfms Y S RE seUad usl r 5. 83' Iyr ir i5'-1 6 OLD MAX. DESIGN PRESSURE _ +/- 50 PSF 2. 14" 6SWIN SIDE Spacer AIM s 9 E H SID Jamb 2. 1 T --{ r IT 22 O G S DEl Space 7/ 16' GLASS _ Bf 1" THK. GLASS 7/ 16" GLASS BILE 1 / 8" TEMP. AIR SPACE 1 /B" 1 EMP. 4SWIGGLE GLAZING 2q SPACER 2q 23 Z1 G IL G2 I' 4swlaledgWss _ GS I/2'IrwAae s 1 /2- THK. GLASS 1 / 8- TEMP. AIR SPACE 1 /8" TEMP. 25'STEEL INTERCEPT SPACER e N. T.S. er: DWS sm LFS UWa NW FL-8871. 7 s 10 or 1; BILL w'• r b n * m Z8iit1``% N u aafi 4 d i2 d erg' G o 0 a i szm 0 0 N C N re o i o G coN Ii dz n u h nw N< c z ZnN m vrm. er. DWS nK sr. LFS ; om" rm: ° m FL-887f.7 a sluff 1L W o OF MATERIALS ITEM DESCRIPITON MATERIAL ITEM DESCRIPTION MATERIAL A I BUCK SG >= 0.55 WOOD 10 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.072" THK. (SMOOTH STAR = 6.000 P51 MIN. FIBERGLASSCMAX1 /4' SHIM SPACE WOOD 42 TOP RAIL SMOOTH STAR COMP. D 14" X 2/4' PFH ELCO CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVL E MASONRY - 3A00 PSI MIN. CONCRETE CONFORMING TO ACI 30I OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. F 1 /4" X 2/4" PFH ITW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT OJY23' THK. (SMOOTH STAR STEEL I 1/4' X 2-1/4° PFH ITW CONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE J 1/4' X 3-3/4" PFH ITW CONCRETE SCREW_. STEEL 48 SIDELITE SKIN SMOOTH STAR FIBERGLASS K 111" X 1 /4" PFH ITW CONCRETE SCREW STT:EL 49 LITE FRAME (SMOOTH STAR PVC L q10 X 2-1 2' PFH WOOD SCREW 1.15' MIN. EMBEDMENT) STEEL 57 FOAM CORE POLYURETHANE M S9 X 2-1/2' PFH WOOD SCREW STEEL 58 SIDELITE SKIN CLASSIC CRAFT FIBERGLASSS N 2X MULLION SG >= 0.55 WOOD 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 1 INSWING ADJUSTABLE THRESHOLD 15300AJ ALUM./WOOD 61 DOOR SKIN 0.13T THK. (FIBER CLASSIC = 6.000 PSI MIN. FIBERGLASS 2 INSWING THRESHOLD (IS300HP5 ALUM./COMP. 62 TOP RAIL (FIBER CLASSIC COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M) ALUM./COMP. 63 LOCK STILE FIBER CLASSIC WOOD/LVL Florida Building Code Online https://www. floridabui lding. org/pr/pr_app_dt I. aspx?param=wGE V X... onal Regulation re BCIS Home I Log In I User Regstratlpn Hot Top cs ; Submt Surcharge I Stats a Facts Pubilutions I FBC Staff 1 BCiS Ste Map I links I Search 1 b. pr a Product Approval t1 USER: PuM User Product Approval Menu > eMd or AoalEadon Search > Apoltation LSI > Api 111 IDn DetaB r FL * FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/ Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterf' teid@clopay.com Authorized Signature Scott Hamilton shamilton@clopay. com Technical Representative Address/ Phone/Emall Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - 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 R.5 Eauiv 20170809 - FBC - DASMA 108 eaulv.Ddf FL15279 RS Eguiv 20170809 - FBC - DASMA 115 equiv.p& 1 of 7 4/1512018, 5:17 PM Florida Building Code Online https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=w6EVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page FL Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Model, Number or Name Description 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, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the budding 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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GRISP, GD1LP, GR1LP, A111SP, ARILP, ED1SR ED1LP, 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). 0 d Page l/80 d 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; iinterior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 RS Ir_CAC_I egt er wlthproof of contract and oroo Of Inspectkl]i ,pgf FL15279 RS C CAC W3 U$tina InteLtgjypdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ELISZZ9_R5_li1035j5 RtD_2 Ddf 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.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with oroof of contract a_ nd proo of Insoection.odf fL15272 R5 C CAC W3 Listing Intertek.ndf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI SZZ9_R5-J1_303952=6ev01.Ddf. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-IA171: 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, I WINDCODE@ W3 Garage Door 18131,8133 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). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 164, 65, 62G; 62LG; 64G, SDP38, SFL38, SRP38, 1.34, 135; 136, 6130, 6131, 6133 Certification Agency Certificate --- - f--_- FL15279 R5 C CAC Letter with proof of contract and goof 9fJa5=lon.odf FL35279 R5 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104175-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created'by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 29 ga. min.) Double -Car (9'2' to 16'0" wide) WINDCODE@ W3 Garage Door 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other? The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for 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: GD15P, - GR1SP, GD1LP, GR1LP, AR1SP, ARILP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 I 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 i windborne debris regions. The product without glazing DOES I comply with the impact resistant requirement for windborne 1 debris regions (ref 1609.1.4 FBC). 15279.6 4 006 W3-16 DS1U-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). 15279.7 007 W3-16 PAN-21F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 555, 4RST, 6RST, 4RSF, 5RSF 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 wmdbome debris regions. The product without glazing DOES I comply with the Impact resistant requirement for windborne I debris regions (ref 1609.1.4 FBC). I Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of lnspectlon,pdf LfL- 5279 R5 C CAC W3 Listing _r tertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 115 11 vv f Venfied 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) WINDCODEpO W3 Garage Door Certification Agency Certificate FL15279 RS (;_CAC Letter with proof of contract and proof of inspectlon.pd FL15279 R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS 11 104028-Rev0I.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double-skln Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) I WINDCODE@ W3 Garage Door Certification Agency Certificate Lt5 9 RS C CAC Letter with Droof of contract and proof gf_I2spe9io9_Pdf FLIS279 R5 C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEp W3 Garage Door Certification Agency Certificate FL1577 RS C CAC le Pr wi rpoofr<f co trtract ano proof of ins ion,p&1f FL35ZZ9 -CCC W3-U d 9Lnt rSgk_.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 •II 101308-Rev12.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:, 15279.8 008 W4-09 DSIE-1F171: 4300, 2" Double -skin Insulated. EPS (exterior skin 27'ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, DGF, 6 , 66G, 62007620 8, WINDCODE® W4 Garage Door 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 FL35279 R5 C CAC Letter with proof of contract aniLp.rogf ofinsoection. ndf FU5279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 • 3 of 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for i FL15279 R5 11 101552-B-Revll.odf windbome debris regions. The product without glazing DOES I Verified By: Intertek Testing Services NA, Inc. I comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports I Created by Independent Third Party: 15279.9, 1 009 W4-09 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, I AR2LP, ED2SP, ED2LP, 4302, HDGC, I 6202, SFC68, MFC68_ 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 standard glazing available for this product meets the wind load requirements of the building code but I DOES NOT meet the impact resistant requirement for I windborne debris regions. Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate EL352ZL9 RS C_CAC Letter with proof of contract and proof I of inspection.ndf FL1 ZZ9_G CAC 164 Usting_Intertel5.pdf I Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions I F415z79_R5_iI 303969=B_Rev_02.pdf Verified By: Intertek Testing Services NA, Inc. 1 Created by Independent Third Party: iEvaluation ReportsCreatedbyIndependent Third Party: 15279.10 i 010 W4-09 DSIU-11`171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; i i 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min-) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 8203 - -- L-im- its of Use Certification Agency Certificate Approved for use in HVHZ: No E4l-52.79 fl5-C_CAC_Letter --Lth proof of contract and proof ; Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FL1S279 R5 C CAC W4 Using 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 I FL35279-RS IIJ104183RevO . 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: 15279.11 Ij O31 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUP, (exterior skin 27 ga. min.; Rldlge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEQ W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES i comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-2F151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 480, 55S, 4RST, 611ST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, 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: +25 PSF/-32 PSF Other: The standard glazing available for this product meets.the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contrail and proof oLhispecti-0n•0f F219R5C SwoUstin9stsels pof Quality Assurance Contract Expiration Date i 05/21/2028 Installation Instructions FL15279 • RS 11 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with Droof of contract and Droof gLio-spection.0f FLIS279 115 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 30015a-Revl6.pdf Verified By: Intertek Testing.Servlces NA, Inc. Created by Independent Third Party:. Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www. fl oridabu i Iding.org/pr/pr_app_dtl.aspx'.param=wGEVX... 15279.13 1013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, j GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV 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 windbome debris regions. 115279.14 1014 W4-09 SPO-21`449: Grand I Harbor, Stone Manor . Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wlndborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product i meets the wind load requirements of the building code but iDOES NOT meet the Impact resistant requirement for i windbome debris regions. 15279.16 016 W4-16 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED21_13, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. 15279.17' 017 W4-16 DSIEO-IF479: Coachman/Settl ers/Affi n Ity Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- j Car (up to 9'0" wide) WINDCODE@ W4 Garage Door I Certification Agency Certificate FL15279 R5 C CAC Leer wit(LpC9q of_SolLtract and oroof of Insoectiga,A.df• F 1 ZZ9.CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL152Z9 R5_II_103486_B_Rev_08.psff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 RS C_CAC Letter with oroof of contract and DrooF of Inspection.pdf FL15279 RS C QAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 , Installation Instructions FL15279 115 11 103549-Rev06,pdP Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL7 ?Z9 RS CAC letter with proof of contract and Proof of inspection.pdf FL15279 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS ii 101481-B-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate ai 279-95 C_CAC Letter with proof of contrect and oroof of lnspection.pdf FLI5279- R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 rI 104029-8-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third- Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27ga: min.) with Overlay Double -Car (up to 16'0' widd) WINDCODE@ W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuildinc,.org/pr/pr_app dtl.aspx?parafn=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 Other: The OPTIONAL gla2ing 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 1018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPFZO, HDPL20, 7200, 7201, 7263, 8200, 1 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 I meets the wind load requirements of the building code but I DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES I comply with the impact resistant requirement for windborne f debris regions (ref 1609.1.4 FBC). 15279.19 1 019 W4-16 DSIUO-1K479: Canyon i Ridge/Brookstone Certification Agency Certificate FLl 79 RS C CAC Letter with proof of contract and proof I of Insoection.odf FL15279 R5 C CAC W4 Listing Intertek.pdf I Quality Assurance Contract Expiration Date j OS/21/2028 I Installation Instructions LL15Z.79_U I IO Q46 ev0_7 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) 1 WINDCODE® W4 Garage Door Certification Agency Certificate —! ----- FL1 279 R!_CCAC-j etter with proof of csSfact and roof o i spection.pdF FLIS279 115 C CAC W4 Listing Ictertek.pd( Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 104169-RevOI.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 27ga. min.) with Overlay -Double -Car (9 2" to 16'0" wide) WINDCODE@ W4 Garage Door Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL35279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes j of inspection.odf I Impact Resistant: N/A I Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product i meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for I windbome debris regions. The product without glazing DOE comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL15279 R5 C CAC W4 Usting Intertek.odf I Quality Assurance Contract Expiration Date j 05/21/2028 l Installation Instructions FL15279 R5 II 304457-RevO2.pdf S Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports 1 Created by Independent Third Party__ -----__ 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 4RST, WINDCODEO W4 Garage Door 6RST, 4RSF, 6RSF, GD5S, GDSSV, GR5S, GRSSV, ARSS, ARSSV, ED55, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes l Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. Go to Page j Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of Inspectlon.odf FL15279 RS CSAC W4 Listing Intertek.odl• Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions E-Ll5ZZ9—B5—lI—l91 Ll l 5MY15. p d t Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 0 0 Page 1 / 80 m Badr Nert Contact Us :: 2601 Blair Stone Road- ThIahassee FL 32399 Jane: 850-487-1824 The State of Florida Is an AA/E80 employer. CQpyrioht 2007-2013 State'of Fbrida.:: Privacy Statement:: AcCESdhaty statement :: Refund Statement Under Fbnda cow, emall addresses are Public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic 6 of 7. 4/ 15/201:8, 5:17 PM Florida Building Code Online https:Hw' ww.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVX... man to this entity. Instead, contact the office by phone or by traditional mall.Ir you have any questions, please contact 850.487.1395. 'pursuant to Section 455.275(1), Florida Statutes, efrective October 1, 2012. rcensees kensed under Chapter 455, F.S. must provide the Department wth an emall address if they have one. The emaYs provided may be used for official communication wth the licensee. However email addresses are public record. If you do not wish ro supply a personal address, please provide the Department with an emag address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please cli t h91L. Product Approval Accepts: Credit Card Safe 7 of 7 4/15/2018, 5:17 PM IF.u771E_t_ E1:L•6ht7_ paa lmlf " u OPTIONAL GLAZING W7 BE STANDARD OR IMPACT M a DA e a Ra RESISTANT GLAZING. SEE SECTION B-B FOR aAY wm [aav, DETAILS. uARP Ka9 KlASV ofr1 MAX. STANDARD SIZE IS 42-1/2'M16'. IMPACT rm , /r t.laa c d rori -s/e•M14-1/B•. RESISTANT GLAZING IS 21 j w7l j:., EIN11 IM I LIMIM qA>,C sMu 1oA>•14L .•MRt 'TAARI•tZ N0.RL' MORE IY rYEl o AIfD Asna4a L[rp- R43] 1,• Ko' WORT R RD[n R 1• .. on lncv .nD.reu 1LLLlC r i1aLS SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B TRACK AND JAMB DETAILS. r r mG W Dom An• mD OtAI RIIM P.WUm too-LJDo SV.M 1>Q. Rotrar • mmA). v r Ck l D 4 II lOC•M0 r CAMWAAE umum Wma REV13D MAIA] 91 A® 11PACT M 30 TALL U-BARSECTIONA -A (SIDE MEWX CA GALS. STEEL QA WI . M OLD STRENCTN: 50 KSIYIM 12' THICK 1 3• r 1-75 T L 12 GA. GALV. STEEL TOP ROLLER BRACKET. EAC HBRACKE( NETAL4) 14 /a SHEET SHIP LAP JOINTS. CREWe. 14 CA GALV. ROLLER HINGE. EACH NWOE FASTENED TO END STILES Wam (4) #14a5/6' SHEET METAL SCREWS AND (4) 1/4'.3/4' SELF TAPPING SCREWS. SEE NEW 'B'. 1/ DENSITY POLYSTYRENE FOAM INSULATION 1-5/16' THICK WITH VINYL LWRCELL BACKER ONSUTATED MODELS ONLY) 3' TALL K 20 CA GALV. STEEL U-BARS W A 2-1-2-1 PATTERN Q.E. TWO u-BARS 25 CA MIN. GALV. STEEL SKIM ON BOTTOM SECTION, ONE U-BAR ON NEXT AETTNI A BAKED-0N PRIMER, SECTION, EFC•)• EACH U-BAR ATTACHED AND ABAKED-ON POLYESTER TOP COAT APPLIED TO BOTH WITH (2) 1L /s' SELF TMiiNG SCREWS SIDES OF STEEL SKIN. PER S11LE LO(YA DENGK EHGIQR. MARK WESfERFELD. P. kOMA P.E /46403. NC P.E 12333Z TEYU PL 81513 fx. oea la+a r mrmA H rml uu ra ri[ ufAmA rA®r Imo •na •emoc ro rK Roc+ ro ion aIqwlofralwcrcareq m, M pIMi aAoo R. 'mm•.» ooWr r•sC>va m vru vm rAow° 1w le IRA Ia u° 1,11 cAI Lc ac rr m loaf v Iv v v r 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) I14c5/e' SHEET METAL SCREWS. ALWWUM EXTRUSION t VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF EA -24.5 PSF TEST LOADS: +36.0 PSF t -37.0 PSF VWW M0 RAT1M0 KAM. OW VIN Clopay MPG: PAN-2F153 taro W 4 16.0-W K 16-0-H 1/3/97 aAatflTlOn CLASSIC AND CH RP STEEL PAN NON BLVD. auVN 11. DOUBLE -CAR, 16'W +24/-24.5 PSFBuildingProducts "" aN 4so4i JAc CORN an (513} "0-1600 DIECKED IO, D DRAVIIG MIIMEEY v£e GArl r .tk- w Iwo MrAw. _ MY4W B 101711 IBC PPQ®VAL 95274D 0 IMPACT RESISTANT ASSEMBLY DETAILS J pAVYIma 1 O 17.1 1 •A SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) oati TY oroerW otmrr.s JJa— ruwnra .o. ruo urs wr-w r®r. IJarm .rrr A.o rAar4 a+..c r.or ntrt OQrm. s rara. r.W. rN raraior .msr rarmo a nra rN rasa usA. (.q p . 4/I• IIr .ao mart Nora weiwa QA . N STANDARD ASSEMBLY DETAILS ofi lMrdG 101711-8 SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) rrNn rarer rD. uv. oo.r..o m ourmt NMKL rerE rAAT NOR IRN¢ O MAIMOrDI iNW MII TM.r. aALJ.0 Illl 13WQIL MAD aaax YAHd1R0 A<SCMBLY CONSTRUCTION: ar.out s>R mr a ./a ACFNX Um Awuac 0r1ONL AfALC NAa10 o RAf afi Oral err LWI[ O Abram 00 Tuam N A000W= r 4QW OOa Oea. A--mdY bMM= N CONPUA ON rm mam rms n¢ We LWD Im m=m or n[ N0.0A rblIDi aOl a Nrar.Al.WI rularc omt art .m rt rrAcr ay. O r m DONa rmNoDv. aw1U 14 rC/p. - u IA4 sacra a aA' ox.Da .-/ oa rAaa .rawm. UO SHEET 2 OF 2 wonIaJlirlO MA2 . wvz n J Y.0 OO rA6rU UAO A nle. k n a/r .J• NavO Naa. roue W 70. LOOM PAW .a .rr oerarslp AWUJ .CAW N caw /woad 4vr o aam m rr aAm mm m rr. oD. m or r• mnuu (ace N4aO..• oo. = Om camp rm TArcata Awo.aa — N: CplRQ. Lwt —R—W - — WOMW SWAM .OROWULtlW., uY6 Qal W aGY. Iy-Ir.. A URwStO 0® CW N! o/LwID m ArrrO,t A.]Oralt IAJIDGo mr. o.Alrad r aer AOALr.e d 00ar MINAa. (W HAT) tr MLM rrr ur-Y / ! n ca..a4 cv.Y. om oo vu J(/ 20 W G v. P N M L a -,- iria/' W Tact ll [ I n aA ewr. [Ao. M mo® r ( OK I[A ..O.1W r[TAL a.'rOi 1 n.Aai IAOInm m .. 4 txv, roux Ir.OL EA Nwa rAsrom ro t.o ala rmi (.) LIOIE: TRACK cowi1011RATH>II AI i y. mf ABOVE THE ODOR OPEMNC tatrQn4r.n W—FtNQown som. DOES NOT AFFECT THE WAND LOAD RATING OF THS DOOR. Y . e Nu aorr smi s m ra LER .I. o a. wRPA n[ o.aw. rrAa. arras 0Y DDu rsAua. Im aL0 t r uu Doan Awo umrA n[ OIfD. K rr NloRra a.rAllrlrl Ra(DI.a WIL sa r-K o nwn ar x rra>sa.Al or vao Far A>t arao a smuenR rrlO N 14CMIDo CL VDI CLaWd MUM C= tar M woe LHR TGP tDTACKET J G CALM Qm nm my u. DOUBLE NORIZOMAL Apt rAtmrn ro r000 a..o r.N TRAO( 7) 5/u'..-sA' ram uo sanr Ua1m a n[ 0rr6 111' w s1EAD R001A.nN Y — V 61m TRAOL 1r. 4 TJVaf nJODOL Afo' _ L, rTf. 7-./Y.It at aAty. sma nv= s/ cat A) R41IX rraala mm KL y I,===— NAq( WIT M I). rJ aa00011 Ibl4lDla(1m aa) 000e ovo r TAu pJ. WCA CAIv. am RAe IRAaaT. IAaS•r'•A Nr, A. a I 1NO 0OL AID' NIL t-. t 4 ¢.Lv. TA:Aaf rMAam. 5 itraae ra ant W Ir Ghiwti un m. Tw uo I of riuo Clopay iM'PC: PAN-2F 1/ 3/97 ding Products Naa ;s`o4o DrA'""'' JAC 1 an (313) 770-4800 aEaQD 1r. MWW Pot OOO.o ova It - 0' .WL IIIIai QCaD ma" CVO.J OYa[ a Ca.laT FACTD.R nn tar wX r a0a OESIGN LOADS: +24.0 PSF t -24.0 PSF TEST LOADS: +5&0 PSF A -37.0 PSF VrolOAa 4TIIG PAX 2 ' W4 lsow . 160H CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 15'W +24/-24.5 PSF B IRvm gym• 101711 113C Florida Building Code Online https://www.floridabuiIdina..org/pr/pr_app_dtl.aspx?parwn=wGEVX... , e r am Home Log in i User Reglstmdon I Hot Topics Submit Surcharge i Stats a Fads ; PubOcations l FBC Stag I BCIS Sete Map i Li $cs Search Florida wi G' Product Approval USER: Pubk Userapr Nducu&oroval Menu > Pmdutt or AVQka=D c&= > Application Llst > Appticttion Detaa FL # FL15279-RS Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@ciopay.com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. 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 FL1S279 RS Equiv 20170809 - FBC - DASMA 108 C! iv.pdf FLIS279 R5 Equiv 20170809 - FBC - DASMA 115 eguiv.odf I of 7 4/15/2018, 5:18 PM Florida Building Code Online h ttps://www. fl on dabu i lding.org/pr/pr_app_dtl. aspx?param=wGE VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Summary of Products Go to Page FL 0 Model, Number or Name 15279.1 1001 W3-09 DSIE-1A171:2050 12051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 I 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 windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 1 002 W3-09 DSIE-IA471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132,-2132, l 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). 15279.3 1 003 W3-09 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/-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 windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 0 d Page 1/ 8 0 Q. 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 aIS279 R5 C CAC Le_LSgrwith proof of contract and oLg of Inspection.Ddf E>Z9RS C_CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 101555 Rev12•R ff 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.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLi 27 RS C__CAr tter with t roof of contract apd_progf of Inspection&df FL15279 R5 C CAC W3 LlsSR itlg_Inteek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions F415z7 R5 II 1032-RevQ) IZdf Verified By: Intertek Testing Services NA, Inc. i 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.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 RS _C CAC Letter with proof of contract and proof of inspection.Qdf FL15272 RS C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279 RS II 104175-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1- 3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 29 ga. min.) Double -Car (92' to 16'0' wide) WINDCODE®, W3 Garage Door 2 of 7 4/15/2018, 5:18 PM Florida Building Code Online https://www. floridabui] ding. org/pr/pr_app_dt 1. aspx?param.=vG EV X... Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL15279 R$ CAC -Letter with -proof of contrail indroof Approved for use outside HVHZ: Yes I of Inspection.od Impact Resistant: N/A I FL15279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 105/21/2028 meets the wind load requirements of the building code but i Installation Instructions DOES NOT meet the Impact resistant requirement for I FL15279 R5 II 1Qj$20-Rev13.pdf windborne debris regions. The product without glazing DOES I Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.5 005 W3-16 DSIE-1A471: GD15P, Gallery/Artistry/Expressions: i 3/8" Double skin InsulatedI iGR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Li 6132, SFC38, MFC38 Door - I mtsiof Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAS Letter with proof of contract and proof I ApprovedforuseoutsideHVHZ: Yes of insoection.pdf Impact Resistant: N/A FL15279 R5 C CAC W3_Usting intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date ! Other: The OPTIONAL glazing available for this product O5/21/2028 meets the wind load requirements of the building code but Installation Instructions f DOES NOT meet the impact resistant requirement for I FL15279 R5 II 104028-RevOl,pdf windbome debris regions. The product without glazing DOES j Verified By: Intertek Testing Services NA„ Inc. I comply with the Impact resistant requirement for windborne I Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports i I Created by Independent Third Party: i 15279.6 1 006 W3-16 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF1terior 3, Inskin 27 ga. min.) Double -Car (9'2' to 16'0' wide) i HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 18131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letterwithproof of contract armed proof Approved for use outside HVHZ: Yes of inspection.od Impact Resistant: N/A FLl 279 R5 C CAC W3 Listing [n e etc.p_df Design Pressure: + 20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5 II 104168-Rev0l.pdf windbome 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 i Created by Independent Third Party: 15279.7 1007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 555, 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 windbome 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 Steel Pan ( min. 25 ga.) Double -Car (9'2" to 16'0" wide)! WINDCODE@ W3 Garage Door Certification Agency Certificate EL15279 R5 C CAC Letter with oroof of contract and proof of insoection. odf EU527 R5 C CAC W3 Listing Intertek.ndf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL15279. R5 11 10130_8_8ev12.pdf 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 EL15279 R5 C CAC Letter with proof of contract and oroof of inspection. odf FL15279 R5 C CAC, W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/ 2028 1of 7 4/15/2018, 5:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... i meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.9 1 009 W4-09 DSIE-1F471: GD2SP, j GR2SP, GD2LP, GR2LP, AR2SP, 1 AR2LP, ED2SR ED2LP, 4302, HDGC, j 6202, SFC68, MFC68 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 standard glazing available for this product j meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. 15279.10 010 W4-09 DSIU-11`171:9200, 9201, 9203, HDP20, HDPF20, j HDPL20, 7200, 7201, 7203, 8200, 1 8201, 8203 -- _ -- - - Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but j DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-1K479: Canyon Rldge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: -The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-2F151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, 211ST, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, 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 building code but DOES NOT meet the impact resistant requirement for windbome debris regions. Installation Instructions FL15279 R5 II 101652-B-Revll_pdF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports CreatedbyIndependent Third Party_`- -- Gallery/ Artistry/Expressions: 2" Double -skin Insulated EPS I extenor skin 27 ga. min.; interior skin 27 ga. min.) Single - Car ( up to 9'0' wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of in!ip ion.p&if FLIS279 R5 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 i InstallationInstructionsFL15279 R5 11 103969-B-RevO2.pdf j Verified By: Intertek Testing Services NA, Inc. i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 Double - skin Insulated PUR (exterior skin 27 ga. min. interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15!_ 73 RS C CAC Letter with proof of contrAOLand proof of inspection.odf FL15279 115 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Fa. 1527.9 II 241 3Bc 3,la_df 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 Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of in pection.p_dfFLl$ 279 R5 4_SAC VJ4_jjs_jug IptQrtek.pClf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279 R5 II 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.)' Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of( 5p_pctiol,pdf FL15279 R5 C CAC W4 Listing Intgrtek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5 II 300159-8-Rev16.pcif Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 • 4/150-018, 5:18 PM Florida Building Code Online hops://www.floridabuilding.oi g/pr/pr_app_dtl. aspx?param=wGE VX... 15279.13 1 013 W4-09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- j f G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0' wide) WINDCODEO W4 Garage Door i GR4L, G4SV,.GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E45, 1 j E41., ED4S, ED4L, E4SV, E4LV, I ED4SV, ED4LV, SS4, SL4, AR4S, i AR4L,-SS4V, SL4V, AR4SV, AR4LV I Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C_ CAC Letter with proof of contrp44 D Rr4o( Approved for use outside HVHZ: Yes gj inspection,pijf Impact Resistant: No FL15279 R5 C CAC W4 Llstina Intertek.odf 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 NOT meet -the Impact resistant requirement for FL15279 R5 lI 103486-B-RevQ8.Pdf windbome debris regions. Verified By: Intertek Testing Services NA, Inc. j Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 1 014 W4-09 SPO-21`449: Grand I Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 1 9'0'wide) WINDCODE@ W4 Garage Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 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). L_ 115279.15 015 W4-16 DSIE-1F171: 4300, 14301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product j meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 16202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements ofthe building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. 15279.17 017 W4-16 DSIEO 1F479: Coachman/Settlers/Affinity Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of inSRS or1.D.d1 FL15279 RS C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FUS279 R5 II 103549-Rev06.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (extenor skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door j Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of insoectlon.odf FL15279 RSCGAC W4 Li$tiM_Tntert.e .pof j Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 101481-B-Rev13.odfR5II101481-B-Rev13nddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2' Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2' up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract'and proof of Inspection.odf FLI5279 RS C CAC W4 Listing_Interi;elcpdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104029-B-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party,: Double -Skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay Double -Car (up to 16'0' wide) WINDCODE® W4 Garage Door 5 of 7 4/15/2018, 5:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr appjtl.aspx?palam=wG.EV X... 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 Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply. with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 — 018 W4-16 DSTU-11`171: 9200, i 9201, 9201, 11DP20, HOPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A 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 wlndbome 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 I 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 wlndborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 1020 W4-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 411ST, 611ST, 4RSF, 6RSF, GOSS, GDSSV, GRSS,.GR55V, ARSS, ARSSV, EDSS, EDSSV 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 meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of insoectlonpdf Fu 279 R5_C CAC W4 Listing Intertgk.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL55279 RS II 103046-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) WINDCODEi& W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof of insp_W_L0 _-Of FLIS279 R5 C CAC W4 Listing lntertek_pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS it 104.169-RevOl.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 27ga. min.) with Overlay Double -Car (9'2' to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL152 9 5 C CAC _Letter with of of nd oroof pf Insoection.odf FL15279 R5 C CAC W4 Llstlna lnterte'k•pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II_104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate ft132R5 CAC_L tter wlth,_groQLQf_contract and pryof of Insoection.odf EW279 RS C CAC W4 Llstlna InteLLek p_d1 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R$ II 101711-B-RevI5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: i 1/Bid Evaluation Reports Created by Independent Third Bark Ne7tt Party: O Page Comas Us :: 2601 Blair Stone Road. lttl6hassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AAJffo empbyec Cooveaht 2007-2013 State of Florida.:: Prkaty Statement :: AccrssmlM Statemenr :: Refund St±,teme_nt Under Florida cow, email addresses are pubic records. U you do not want your e-ma0 address released in response to a putrOc•remrds request, do not send ekchonic 6 of 7 4/15/2018, 5:18 PM Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVX... mau to this entity. Instead, contact the office by phone or by traditional mail. tr you have any questions, please contact 850 487.139S. `Pursuant to Section 455.215m, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emai address f they have one. The emats provided may be used for offlcbl communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emall address whlch can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click i=. Product Approval Accepts: F. 7 Credit Card Safe 7 of 7 4/15/2018, 5:18 PM CLASSIC' RAISED PUNT EMBOSS MORS CDR ICIOIf DOF I LO 24 w Ira es GA es w oa a w a w IMS nCTONs L BSI 7O, 7s Isao. HO 7c 7cv L° ,d 1 LONG PANEL B - IOD1 1F IS FLUSH CARRIAGE HOM' RAISED PAID ENBDSS DDIOIS MODELS ES GA 25 GA0G 25 CA a' w INS QGPAY DOS. GOSV. VALLM. am GR51V MILKEtARTTBTRY' ARM Anse IDEAL COW CD5SVCARRIAGENOISE' SHORT PANEL. LOW PANEL OPTIONAL CWL 0 MAY BE STANDARD OR DCIARAppPwmMEC'" B-0 T RESISTANT GLAZING. SEE SECn0M U'B11MIE IDIQE EMONO (11ffG1 -- A YAII. STANDARD SOE C It-1/S•.1Y. IMPACT RESISTANT GLAZING IS 4 On.1ATTI1H PATENTED TOO-Ai L'CHEDD00" OCSMTEMTOP. BOTTOM • CENTER). E Lm POSITION BOTH Som IT' D IVNf tDOaM.e ONE 3' TALL . 20 I L 50 KSI MIN, U-BM PER DOOR SECTION. r weI Rm o01fDi w i.Ma w` Baa. Pal ooI Ma Mr o1PL A Owsa 1 O f1OUL .TmPA KCYFD LOFJI /' 04110N W DI M 11111..IUURJ" SNORT PAIElSHOWN) urlpF A CLASSIC' SNORE HOUSrIAREL ao AP IDNO •dAi11C• AND yam...." GORE 'C. 11pDAGB MOUCC ARE AUMG A M10KD. r IW v CQT4/SGEYS I MY~ t FN.1R[ I/4iT/ 4- SELF o YY' WUIO spl0ra o H.°" EDME r''p1iaa Maow FMD XNC[s Me a n.MFwMAmATE tmg Asr -B' bDE SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL "B".' TRACK AND JAMB DETAILS. SHEET ) OF 2 COMBINED CLOPAY• P 151 Ol014 (REVISED WIND FOR SPEED TABLEASCE7IB 04/ 2012/2ADOED IMPACT RESISTANT OPTION. IF oorn H1Y1n6. 6 .OAP MSIBAOIP I-B/11• noI EIN HML N4k= n- mI DI , cc moB MAA) v DALM.M. sTm 51(QN COATED MGM cALv, IAKEo-ESN rMeML,. AND A HANDED - ON PaTEiFR TOP COAT A PILD To WTH ODES OF STEEL SON. MV IM nm DOOR NUTS OR Of® THE OCUM (LADS FOR Ne IATAAUE "a P® S USIED moo A01p10IR' TO " n.ORGA w mIO DOGE a Brt THE OBunO ALBIaDMO cm (SASEO ON ASIY7-10) FOR TK igIDBV'G COMMIIOMS• I) OIGLG[D 1.111S U%DM. S) DOOR IW 7 a X w EIO zoNr: » ANY RW SM. AND 1) TOM F ALCORDOWt BIIM OQ9 10f 10& SIT WOMCC4MAnGaBYADUAIIIIDLALItDTEWIND p1tE)POSURE IC130140 143 MAO CATEGORY B. C, cis. r- B B. C L C B MEAN ROD HEIGHT EY IS' LY U" SY CIO PAN-2F15 p y LCAIC, 9/23/96.eses ouxE 8 BY.Ta.c µBID Building Products IAASONESN 4s040MWWPE. #-2.Com ar (slj) no-1D00 o IT, IS P. E. IB1313 CI m CMP1rwMn N 1110hb Ra.Arw1. mnaat PP'° ,QY 5, 3' TAME U-W S. 11oM 20 CA. C. Q.Y. STEEL L 3'r M-7/ B r Mu "` snaF,mw mAato v/(. I M.e i• um NOR 4 ASI D M HMR TAM 1104 FAITOG) MD GG {M1OMAN141SILOOtQ .[wLIhYQKB9'. rrY SILL . !q Y Ltv. [ PN Iro f FWIHPBPi1wA ONEfA01 Y? W YwRIFEQ10 ,1MAE.AMIOIL u N> OMx BRa m.Om MATP T.q Iwp OQtT AOK AIMIPRY MAIIfOII A1N\l. 1(ADOOII. SECTION A - A (SIDE MEAL OCSGN LOADS: +23.0 P.S. F. M -32.0 r.S>•. TEST (DADA .37.5 F.S. F. A -48.0 P.S.F. VIPSLAD RANG Wx DOOM SR6 W c} 9'W x 16' H SCBVTIO+ 1LA= AND GN RP STEEL PAN SINGLE -CAR. BY .25/-32 PSI aAwNo NAwv" B 300159DP IBC aAsslc RAISED PANEL ENIOfs DOORS SHEET 2 Of 2 av DATE DESCRIPTION VMS 2A GA 21 W 25 W 25 W IRA 27 GA 23 GA INSOfHERS SEE REVISION HISTORY ON SHEET ONE. XOPAY NA, 71 - a TS ISDD. 110 T{ THIN IDEAL IRST..f ' 61m, 6RSF ER 3T - "-••' '=- n ATIAO<E—. IW000 illL'F _nNOSI 41ES u. M - IRE, all . SSS -- - s/ir-31 lA0 SCRELR ON 71• CDITM 1-1/E' OD. MASER REOIPREEL LAG SCREWS WY °E COUICIF%VOf (BUT NOT lllt E TO PROADE A FLUSH ""IIM SURFACE - SHORT PANEL LONG PAIEI NCOZONCL J/W25 00 NOT TW.,ER IAJ MODEL .F Is FLUSH WO AIR ] PS tAHL"^ f I MNb , a/S"il• SLEEVE ANCIHOR BOLT! ON 71' CIXIEa 12.DOD PSI M2A CONQVM. sAwACi•NZUSE' RAISED PAkM ENSDSS =3 WASHERS NCUWFD WIN SLEEVE AIICHOn. on N°DELS ES CA 125 W INS a W 25 F.L DLS 1/.•0' TAPCON SOW" ON 24' CENTERS (7.000 PSI AWN CONCEIE) OR 16' C AY DOSS. OOSSV. _ __ CENTERS C-90 ROCK). I. OZ. WASHERS RECURREDRTM IAPCR4 GALLEAr GRSS GESSV - ANCHORS WU p YBECOTERRM (RUT MDT TO PRPROVIDEA FLUSH YDUNIDW IDAJ) SIRIFACLM=ZONTAL JAMS DO NOT TPINSPER LOAD. 1EAJCES NR37 ARSSV - -- ARTISTRY: IDEAL EPJS EWN OnER 1— ROOT TO DASIA TDS-SN. A LICENSED DESIGN RRIAM MUSIE' PROEF59C(K MAY ALSO BE ELHROVED TO APPROVE ALTERNATE FASTENERS AND/DR STORT NEE LONG /ATEL JAAD3 C6E1aMi10N5. 24 YEEEDR STOP MOULDING ITT OOCI INSTAL" (TO SUIT) FOE JA10 20 GA YIN, GALv. STEEL END STILE IMPACT RESISTANT ASSEMBLY DETAILS 20 " GAW STD INTER. STLE ORAVANG 300109-A NQTi: TRSCI( CONFIGURATION 1 GA GM.v. STEEL TRACK ABOVE THE DOOR OPENING sFcnON B-B (IMPACT -RESISTANT GLAZING OPTION) BRACYM ASIEED TO Nora JAMB• 11 GA. CALV. ITNCE. DOES HOT AFFECT THE WIND tIUAW 1Y WITH ONE S/l E'.1-5/r HAD SCREW EACH MINM FASTENED TO LOAD RATNR' OF THIS DOOR. v' PEH TRACE BRACO:T. El: OQII..C_.0 STILES YRIHI (.) 0IId/ S' SHEET UCTAL XpNTa iSTAU OPIORI F 2' GALV. STEEL TRACK FASTENED TO SCREWS SEE NEW CODS NEAUDI (TO LAnT 12 W OALV. STEEL MCC ORACTTEM 14 GA. GALV. RC1D1 HINGE EACH HINGE r13 uoEHTRACK ATTACHEDTOEACHHUCNETFATTENEDTOENDS7LCSWITH (I) 11..S/E' w FACAIA. WITH DIKE 1/11d/E' BOLT A NUT OR / LLW TOP T SIW METAL SCREWS AND (I) 1 .'.3/I' SELF lm F7.1G NHASZT. LmuwAE ROES IACADL iW01/I'CA.RIVETS TAPPING SCREWS SEE HEW V. IQ gJOD Jut WIIHH DOUBIF HMDZONTu2' 10EALLSMITSTEINSIEFL/A W000 uD 70RW>.TEUL'If05 1 $ ROLLER ARH STEEL ON KAM RRL miwF T ACA ME: THE fESCH OF TIE $L"CRTOA STRUCTURAL ELEMENTS SHALL RE THE ION N gIR00N OPTnON RES/ OHBBLITY OF THEiTHOFEL40NAL OF RECORD FOR TIE BUIlaA OR STRUCTURE TA.CJL(ID) PI • L•• rAN HEAD MADEI owA AND N ACCORDANCE WITH CNIEW RUDIDIG CODES FOR TIE LOADS LISTED ON THE M". DLO' IRAAE • Aa6 D RAWNO. IWACpppTp- fEE((SRRpRpTgIIAM ECONSTRUCInN: Tn. E-t/E•.12 cA cuv, STEEL rRAeA ruD¢L DPI- SW1T. v110NA1a 1 1(F Dm]f T[IIUH[NOME (.) TRAO{ HM/OtN1 101 Ii>t.. SRWO S CE UXAK Q"4XZT. AK APPIEYED CCZ FIASTIC N ACCORDANCE WIN STANDARD ASSEMBLY DETAILS DRAWING 300169-0 FRONT FRNE NN U.V. HOATND ON ONRSCS S AFACL INN¢ n NAAORG TNLN HAS Duallo gm HRELWWLHER 0. EIS/.' RAN IW 1CAIW. RAH • lF Y CONSTRUCTION: OPOONAI E53. DS/ CR 1 ACNX LESS AIDNASIL OImNLL ACROK S NA.LAS(2 OPRN (M UISR OP ATPWp1 OC2 MASK W AOODAOANDS WRW IIC/ISC aTWE DDOR A7IDNLY ISENLED N CLHa1PAAX XTH IM1 SEC" NEES Of WIND LOAD 6OUHmQ11S I'll RD A SIEIDIO (IS! a NIENATOISL REDI'KO OOq NR Sq 1m M UE'ALT AAOSUNT FDA If 1FW I011 NNiORONW[ OEINO REDtOHS ILO. EMPITIISqCAC} a a= a- 2 Clopay H EKwm mom mEwl1xo. P Bullding Products °Ussw. ON+ BLSOv% H1 RIMP. E. /.MIS, (sta) 770-IBOO P.E. E23=. Company DOOM DEDI W' TALL lA FA. fXV RED H1AO DAAOCI. KIN FARMED iQ WODD UAL rM I 6/ Ir.l_S/S HIA SCREWS r CALI mEL DaGc 1ME( TIIFAWM DID• Au. ln.FDR 000RS avw NOIL RCHNAIDIDIATOKPULL XR TAQE7 NAJ7MAM VAOMW Al10.1001 CONSULT FACIOM Fa Xa[ xTAA P • IA vr DEWN LO%= . 25.0 PAY. 4 -32'0 PAY. TEST LOAM . 37.5 PAY. i -.SO PAY. HIND PMOULT CO VIkQ -W MTSq RAIL DO SE AN-2F151 W 4 9'WRIL K i6'H 9/23/ 96 CRIPTOI CLASSIC AM w AP STEEL PAN r. SINCE - GAL SW .23/-32 PSF. MWW 1Y. EUVING NUMN] b VCA B 300159 IBC Florida Building Code Online https://www.floridabuilding.orgipr/pr__app dtl.aspx?par-am=wGEVX... 7 1 a SC5 Home i Log in User Regstration j Hot Topics Submit Surcharge Stats !! Facts I Publications FEC Staff j SM Site Map { Links j Search j Florica W Product Approval USER: Public User rr-r nc j P dYGtiGRr9,Y tMed > duct9r AooE[a inn •a h > eppl t,on L'st > AppGotion Detaa 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 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/1•.S.2/A440 Method 1 Option A Year 2011 2008 2011 I of 4 4'/13/201'8, 7-05 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL tl Model, Number or Name I----- --- -- --- — 17499.1 185 SH 01/15/2018 01/15/2018 0121/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. I I Ij 17-499.2 185 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 17499.3 1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 I Other: R-PG60* i 17499.4 -- --- 1,185 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* Description 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate - FL17499 R3 C-CAC MI Windgyvs 185 SH (Fin1 Impact 4).odf FL17499 R3 C CAC fjI Window$=185 5Li_(FI I acts Done.odf FL17499 R3 C CAC MI Windows - 185 SH FI ngeLl-mpgq 3•),pdf FL17499 R3 i* C- C MI V/indo%vs - 185 SH (Flanne) Impact L,U.pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 11 08-025458-pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-3.pdf Created by Independent Third Parry: Yes 52x72 Fln/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R3 C CAC APC(13361)EI726.01-109-47-RO 189 SH(FLG w v ) pgf i FL17499 R3 C CAC MI Windowg135 SH (Fin) (11).o FL17499 R3 C CAC MI Windows - 185 SH fFjill,pdf I FL17499 R3 C CAC MI Wmdows - 185 SH- Flan I( 10).pdf QualityAssurance Contract Expiration Date 10/ 08/2018 Installation Instructions FL17499 R3 II 08-025 19B pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327E-4.pdf 1_ Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL17499 R3 C CAC PC 13 fj E1724.02-109-47-RO_185 SH FLG waiver).pdf FL17499 R3 C CAC MI Windows 185 SH (Fin) (13).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odf FL17499 113 C CAC MI Windows - 185 SH (Flange) LUL Of Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499 R3 If 08-025508 pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328B-5 Ddf Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame 1G Single Hung Certification Agency Certificate FL17499 R3 C CAC AP F10 2.p1 10-47-RO 185 SH 042522). 13df Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/ 13/2018, 7:05 AM Florida Building Code Online htrps://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... 17499. 5 Limits of Use 185 SH Ye Approved for use in HVHZ: No Approved for use outside. HVHZ: Y Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind bedded In Pecora 896 sealant. FL17499_ R3 II 08-03163, pc Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC I Win ows - 185 SQL F n Impact 2). dF EL174 R3 C CAC MI Windows C31: 9df Zone 3. Glass to be FL17499 R3 C CAC 141 Windows - 185 Flan e) lm I 7499.E --- 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. 7 1 185 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* 2). odf FL17499 _ R3 C CAC MI Windows - 185 SH (Flan a Impact I5lpdf Quality Assurance Contract Expiration Date 10/ 10/2018 Installation Instructions FL17499 R3 11 08-02544E-1.odF Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133208-1,odf Created by Independent Third Party: Yes 52x84 Fln/Flange Frame IG/SG Single Hung Certification Agency Certificate A I FL17429 R3 C CAC APC(13362 E 7 5A_j-109ZR0 185 5H(FLG waiver)5-8IG 1-SA 52 1-8X84 R60(j_0091_Bj_.gdf FL17499 R3 C CAC MI Windows-LJ8 H inZ(Q)Ddf FL1749 R3 C CACMIWlndows - 185 SH (Finj LQdf FL17499 R3 C CAC MI Wlndows - 185 SH (Flange) (9),pdf Quality Assurance Contract Expiration Date 10/09/ 2018 Installation Instructions F)r174 3 11 OB-0_2$4 B- pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133226Z. df 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 AC'Mi Wlndows.- 185 SH Triole (IIpl E117499 R3 C CAr MI Wlndows - 185 SH Triole (Fln) 41.Dd FL17492 R3 C CAC MI Windows - 185 SH Tnol(Flangg) CaLP& FL17499 R3 C_CAC MI_Vy_Indows - 185 SH Triple FlaMgI i41.Ddf Quality Assurance Contract Expiration Date 10/20/ 2018 Installation Instructions FL3749,9 R3 II 0 _Q2548B.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513324E-6.odF Created by Independent Third Party: Yes 17499.8 — 185 TWIn SH _ M 106x72 Fln Frame 1G/SG Single Hung 105x72 Flange Frame G/SG Single Hung - Limits of Use Certification Agency, Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH TWin (Fin)_ Approved for use outside HVHZ: Yes (3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows 185 SH Twin (Fin) Design Pressure:•+ 45/-45 (4).odf Other. R- PG45 &17499 R3 C CAC MI. Windows - 185 SH Twin (Flange, l_pdf 3 of. 4 4/1312018, 7:05 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx?pararn.=WGEVX... fL17499 R3 C CAC MI WindowsTl@5 SH Twin (Flanoe) od Quality Assurance Contract Expiration Date 10/ 20/2018. I Installation Instructions FL17499 R3 If 08-02547B-7.odf Verifled By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports fL17499 R AE 5j3323B-7.odf Created by Independent Third Party: Yes Bads Nara CQM ct u i :: 2601 BlaiIr Stone Road TaMnassee FL 3239g phone, 850-487-1824 The State of Florida is an WEED employer. Coovncht.2007.2013 !iMI o! Fiorlda.:: -E EACY Statement :: Access4NRv Statement :: Refund Statement Under Florida law, emad addresses are public records. If you do not want your a -mail address released in response to a public -records request, CO not send electron[ mad to this entity. Instead, contact the office by phone or by traditional moil. If you have any questions, please contact SS0.487.1395. `Pursuant to Section 455. 275(i), Florida Statutes, eRectne October 1, 2012, &eruees licensed under Chapter 455, F.S. must provide the Department wdh an email address if they have one. The emai5 provided may be used for official communation with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which on be made avadabk to the public. ib determine if you are a licensee under Chapter 4SS, F.S., please click tiers. Product Approval Accepts: UE= X Credit Card Safe 4 of 4 4/ 13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHCYNN 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. 3.1 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALT. BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5 WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WRII MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS S. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONS1131LITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCAIION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/W 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 [,DADS. 10. WIND LOAD DURATION FACTOR Ca=1.6 WAS USED FOR WOOD ANCHOR CALCl11ATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09, SET: SIIEET 11 FOR GLASS DETAILS 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN 'HIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RE"Isals I RIV I DESCRIPTION I DATE I APPROVED REVISED ANCHOR SPACING k CHARIS 07/11/IS R.L. B REVLSFD GLASS 10/02/17 R.L. 15 FOR ANCHORING THROUGH FRAME INIO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS PS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/I6" TAPCONS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING TfIROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS Willi SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS 10 BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT HE 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,OOOPSI MINIMUM. D. METAL STRUCTURE: STEEL 18CA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30KSI 048 THICK MINIMUM I TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS 11 1COMPONENTS SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 11111111I1,,, S R. LD/ GRATZ. PA 17030-0370•\GENSF J+ 1fE• I 10 81 ><= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT o-4NOTES5p $TAT OF 0• Z OR1 P• \\ DRAWN OWC N0. REV 08 B/isSipNA 11 1 G\ Luis R. Lomas P.E. FL No.: 62514 s02549SCALEn.TENTS 12/29/14 1 OF I'l L. ROBERTO LOIAAS P.E. 1432 WOODFORO RD LEWISVILLE. NC 27023 43/-688-0E09 nnmosowbMa "I'm 52' MAX FRAME WIDTH ---I 2' MAX 52' MAX FRAME VADIH - 2" MAX } 16" MAX O.C. --{ 2" MAX I I 2 16" 0MAX / 72' 1 / 72" -, MAX MAX FRAME FRAME HEIGHT / HEIGHT X X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW REV1SOIS REV OESCNWIQn MlC APPROKU A REVISED ANCHOR SPACING k CHARTS 07/11/16 R L B REVISED GLASS 10/02/17 1 R.L. CHART #1 Number of anchor locations required Framo Frame Width In Height 18.00 21.00 1 30.00 3a.00 42.00 1 48.00 62.00 In) Head I Jamb Head Jamb Head Jamb Head Jamb Head Jamb I Head I Jamb Head Jamb 24.00 2 1 3 3 3 3 3 3 3 4 3 4 1 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 1 3 4 3 3a.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 a0.00 2 5 3 15 3 5 1 3 5 4 5 4 5 4 5 a8.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 1 2 1 6 1 3 16 3 6 1 3 6 1 4 6 4 6 4 6 FLANGES RNLESS INSTALLATION FLANGE&FINLESS INSTALLATION SEE CHART 01 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART NI FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING i60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2 3, MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2 HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 6,90 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS DRAww 0x0 N0, N.G. 08-02549 swE NTS o"r 12/29/14 1 srEEr2 OF 11 L. ROSERTO ECIUAS RE 1132 PoOODFORD RO LEMSVILLE. NC 27023 434 6M.OW9 f2a N VM'bru.sgm m1 SIGNED: 12/14/2017 1 R I IL 0'b CENSF YF0; ST(,AtT9 O 0 RVD"' G\f'\` . L1E\\\ Luis R. Lomas P.E. FL No.: 62514 A FF HE 52" MAX FRAME WIDTH 52" MAX FRAME WIDTH 2")MAX 10" MAX O.C. 1 2" MAX 2" MAX 10" MAX O.C. p 10" MAX O.C. 0 AX VAE GH7 X z• L 10" JY MAX FO.C—. 0 72" MAX FRAME HEIGHT RLYISUIS RLV nESCXWI"j MiC APPROVED A REVISED ANCHOR SPACING h CHARIS 07/11/16 RL. 2" MAX 8 REVISED MASS 10/02/17 R L. CHART#2 Number of anchor locations required Frame Frame Width In Height in) 18.00 H 6 S Jamb 24.00 H 8 S Jamb 30.00 H d S Jamb 1 36.00 H A S Jimb 4ZOO H A S Jamb 1 48.00 H 6 S Jamb 52.00 H d S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 1 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 6 48,00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 5 6 8_ B B B 80.00 3 7 1 3 7 1 4 7 5 7- 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 8 8 8 6 8 72.00 3 8 3 8 4 8 6 8 5 8 6 8 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTALLATION SEE CHART N2 FOR SMALL ER UNITS REQUIRED ANCHORS SEE CHART 2 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 180.0PSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2, MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2 3. MAXIMUM FIXED D,L.O.: 49 3/8" X 32 1/2-. HARDWARE SCHEDULE EP LOCK AT 6' FROM EACH END INTERIOR MEETING RAIL TACKLE BALANCE AT JAMBS SIGNED: 1211412017 MI WINDOWS AND DOORS, LLCIt. 650 MARKET T 111111II1//j to 41 GRATZ,SPA 17030-0370TENSc9`r' 0 g26 #= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 7NON—IMPACT ELEVATIONS yo , TAT OF iO F ''l0RIDQ; • WMNolwNo. REv 0A n549 B Luis R. Lomas P.E. FL NO.: 62514 50 SCALEaATCNTS12/29/14 3 OF 11 L. ROBERTO LOSIAS RE 32 K000FORD RD LEK7SVa LE, NC 2702.1 474- 08-0509 MD"SVh7m vPa flEY1517N5 1/2- MIN REV UESCRIPUON WTI: AWRWFU EDGE DISTANCE i— A REVISED ANCHOR SPACING do CHAKfS U//11/16 R.L. WOOD FRAMING I D REVISED CLASS 10/02/17 R.t.. OR 2X BUCK _ BY OTHERS 1 1/4" MIN I EMBEDMENT BACKER ROD APPROVED SEALANT \SHIM SPACE 1 MIN. MENTIIIII #10 WOOD SCREW EMBBEDED 1 1MININTERIOR EDGE DISIANCE fI10 WOOD SCREW JWOODFRAMIRC OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD k APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4• MAX. SHIM SPACE VOWD 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 WITH ASTM E2112 1/4' MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI WIND0WS MN D E,T LLCEDOOR650WEST lk to E NSAGRATZ, PA 17030-0370 r •G J, 0,.67251SERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 7T NON —IMPACT FLANGE INSTALLATION DETAILS A SD , TAT OF Ow, o . oRAnu, a+c Ro. flly OS n549 B i/ 910NAiIE`` Luis R. Lomas P.E. 50suLEOAIENTS12/29/14 4 OF 11 L ROBERTO LOWS P.E. 1432 NOODFORD RD LEMSWLLE, NO 27M FL No.: 625144346'J4.0809 /0n st*fw a a tam 1/2• MIN I r EDGE DISTANCE MC I STRUCTU BY OTHE APPROVED SEALANT 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT do APPROVED SEALANT 1/4" MAX. rL SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTAI E2112 REv6+ON5 DESCRIPTION MTC f""'C"AD REVISED ANCHOR SPACING & CHARTS 07/I I/1B RL. REVISED GLASS 10/02/17 R.I 1 /4" MAX. SHIM SPACE A 10 SMS OR INTERIORSELFDRILLING SCREWS 1 2' . Ruru ldlN. EDGE DISTANCE EXTERIOR METAL STRUCTURE BP.CKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL S7RUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS,LLC 11L0' 6sDMARKET STREET J•ls R lGRATZ,.PA 17030-0370 i GENSF/ 0, 6 5/1 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON -IMPACT y 6LspOr` FLANGE INSTALLATION DETAILS p , TAT OF 0,. F i s,LOR%DN.; OWN. D'YG N0, HEV 08 49 B e/ A1.IEN Luis R. Lomas P.E. FL NO,: 62514 GtC'E M1E NTS 12/29/14 5 OF 11 L ROBERTO LONASP.E' 1432 INOODFORD RD LEKISVILLE NC 27029 434-W-0609 NU_.MoM VIT." ". L 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° OPTIONAL 1X BUCK ' ' ° ° 1 1/4" MIN. EMBEDMENTSEENOTES3 — 7 • SHEET i —Z 1/4" MAX. BACKER ROD 1 SWIM SPACE APPROVED SEALANT 3/16" TAPCON INTERIOR I1 EXTERIOR REVh10115 DLSCNIPI RIM 0•IE •PPROVED REVISED ANCHOR SPACING & CHARTS 01/11/15 RL REVISED CLASS 10/02/17 R.L. 1 1/4' LAIN. EMBEDMENT CONCRETE/MASONRY 1/4 MAX. BY OTHERS SHIM SPACE 0 3/16" TAPCON .+ INTERIOR i - 2 1/2- MIN. EDGE a DISTANCE EXTERIOR BACKER ROD APPROVED OPTIONAL 1X BUCK SEALANT SEE. NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES: 1.WTERIORAND EXTERIOR FINISIIES,BYOTHERS, BACKER - ROD APPROVED NOT SHOWN FOR CLARITY. APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE SEALANT SEALAN I v DESIGNEDIN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017 OPTIONAL Ix BUCK 1/4" MAX MI WINDOWS AND DOORS, LLC 11111111II, 3 — 7SEENUTESHEET1rSHIMSPACE650WESTMARKETSTREETRL41GRATZ, PA 17030-0370 5 GENgF J, CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 0,261 14= BY OTHERS° 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS STATE OF ; DRurM: InvD No REV c• • A[ 0 R IMP e . ° • • N. G. 08-02549 B IONAI V6G` 77jI11111111 E NTS0- 12/29/14 s-E T6 OF 11 VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION L. ROBERTO LOINS P E. 143211000FORDRDLEWISOLLE,AC27023 Luis R. Lomas P.E. FL No.: 62514 434-MB•0609 de,,=@bWusp& , WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BACKER ROD r APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN EDGE DISTANCE 1/4' MAX. HIM SPACE 910 WOOD SCREW SILL 10 BE SET IN A BED OF APPROVED SIRUCIURAL SEALANT 1/4- MAX. SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: L INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN EMBEDMENT 1/2' MIN EDGE DISTANCE REVISIONS DESCRIPTDN REVISED AIICHOR SPACING h CHARTS REVISED CLASS 1/4' MAX. SHIM SPACE INTERIOR 10 WOOD SCREWWOODA_11F FRAMINGOR2XBUCK BY OTHERSER ROD Sc 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 DRAWN. P.YG N0. N.G. 08-02549 scALE NTS I DATE 12/29/14 s"EET7 OF 11 L ROBERTO LIMNS P.E. 1432 WWDFORD RD LEMSVILLE. AC 27023 434-6ME 0609 Abn 20klamaqm DOT DATE Ap 00VLD 07/11/18 R.I_ 10/02/17 R L. SIGNED: 1211412017 5 I1I I O v,•\ GENSF'giP 0, 8125,t ST( ATTrE OF L \ pl 6(0R10* 9' 0NA11E G Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKCI do APP SE STRUT BY 0 1/2' MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERI OR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLAHITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SILL TO BE SEf IN A BED OF APPROVED SIRUCTURAL SEALANT 1/4" MAX. SHIM SPACE RNSIONS DESCRIPTION wTE REVISED A14CHOR SPACING h CHARTS 07/11/I6 R.L. REVISED GLASS 10/02/17 R.L. 1/4- MAX. SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS 1/2" ' MIN. - EDGE DISTANCE I ME BACKER ROD EXTERIOR STRUCTURE S APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 11111111i7,, J\5 R' '1J ii GENS*,_ 1p SERIES 185 ALUMINUM SINGLE HUNG WINDOW oy81251 # = 52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS TAT E OF (U` i GF/ s•s /O(1O111R111100? Drre RD 08 O59 vDum. 9/ 14 gOF 11' E NTSLRODERTO LOMAS P.E 1432 MOODTORDRDLEWISVILLE. hC27023 434-M- 0609 410M "Com Luis R. Lomas .E P.E. FL No.: 62514 2 1/2- MIN, EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° OPTIONAL 1% BUCK o 1 1/4' MIN. EMBEDMENT I SEE NOTES 3 - SHEET 1/4" MA%. BACKER ROD SHIM SPACE Ar APPROVED SEALANT 3/16" TAPCON INTERIOR EXTERIOR 1 1/4" MIN. EttBEOMENT CONCRETE/MASONRY —\ BY OTHERS 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE I REWW"S DESCRIPION DALE APPRDvED RLVISED ANCHOR SPACING d: CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 1 R.L. OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION LMt y SILL TO BE SET BACKER ROD APPROVEDA—V IN A BED OF APPROVED NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, SEALANTSEALANT SIRUCTURAL NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL IX BUCK 1/4- MAX DESIGNED INACCORDANCE WITH ASTM E2192 SEE NOTE 3 - 7r SHIM SPACE SIGNED: 1211412017 SHEET 1 MI WINssoDOW DOORDOORS, LLC I IL/O CONCRETE/MASONRY41rMARKETD1tft BY OTHERS c GRATZ. PA 17030-0370 v •GENS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1VD, BT261 52" % 72 NON-IMPACTyn((• 4 e FINLESS INSTALLATION DETAILS 0', TAT OP DRAWN: Doc ND. 08 sj0NAltE, CONCRETEIMASONRY VERTICAL CROSS SECTION SALE NTS DAIS t 2/29/t4 eREEr599 AlINSTALLATION t ROBERTOLOUASPE. Luls 14M2 WOODFORD RD LEMSVILLE, AIL 270FL R. Lomas No.: as P.E.P 434-636-M09 dlornNs&*,MUp/ can APPROVED SEALANT BF•.HIND FIN 7/16• MIN _ EDGE DISTANCE fNTER10R I EXTERIOR 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 8 WOOD SCREW L MOLVMLIV i VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE REVISIONS RN DESCRIPTION WTE APPRDVVED A REVISED ANCHOR SPACING el 07/11/16 R.L. 0 REVISED CLASS 10/02/17 R.L. WOOD FRAMING 1/4" MAX BY OTHERS r SHIM SPACE Q8 WOOD SCREW INTERIOR 1 1/4" MIN EMBEDMENT I APPROVED SEALANT BEHIND FIN 7/16• MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1/4, MAX t.INTERIORAND EXTERIOR FINISHES, BYOTHERS, SHIM SPACE NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 1111111II/ I/,, J\ S CO'1fWOOD i GRATZ, PA 17030-0370 G E kSe gs FRAMINGBY OTHERS SERIES 1B5 ALUMINUM SINGLE HUNG WINDOW 0,8 61 k= 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS TAT E OF 0,. ctuw,. uro NO. FIN its • OR ID N. G.08 B E GATE s02549 NTS12/29/14 10 OF 11 L ROBER70 LOWS PE Luis R. Lomas P.E. 14326VOODFORD19DLEIWSVILLE. NC27023 131611E- 0B09 Ab,us;+Nbnu an, FL NO.: 62$14 2 3/ 16" 13/I. FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK S ALUMINUM 606345.055' THICK 1 5/8" LOCK RA/L/S 'ILE CM-I8505 ALUMINUM 6053 T5.062' THICK i' GLAZING BEAD CM-18535 RIGID PVC .050' THICK 1 7/8" TJ- 2 3l! l 16 FLANGE FRAME JAMB CM- 18503 ALUMINUM 6063-T5.050" THICK FINLESS FRAME SILL CM- 18554 ALUMINUM 6063-T5.055' THICK 2 3/16" —{ 1 5/16" 1 FINLESS FRAME HEAD CM- 18553 ALUMINUM 6063-T5.050' THICK 3/ a}- 2 3/16- FINLESS FRAME JAMB CM- 18513 ALUMINUM 6063-T5.050• THICK 2 5/16- --I 2 3/ 16' -1 3 3/4" - 2 5I/ 16" F! N FRAME SILL FIN FRAME HEAD CM- I8509 CM-18508 ALUMINUM 6063-T5.055' THICK ALUMINUM 6063-T5.050' THICK 7/ 16' 2 5/16" II 2" L L SASH BOTTOM RAIL MEETING RAIL CM- 18555 Ca 18504 ALUMINUM 6063-T5.050' THICK ALUMINUM 5063-T5.055' THICK 11 3/a r 15/ 16" f SASH STILE CM- 18507 ALUMINUM 6083-T5.050' THICK I 2 3/8' I 2 3/to l FIN FRAME JAMB CM- 08510 ALUMINUM 6063-T5.050' THICK REVISKWS DESCRiP1i0R -' r APPROVED REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L. ROASCD GLASS 10/02/17 1 R L. 5/ 8" 1/ 8" ANN. 1/B• ANN. 1/ 8" ANN. 090 PVR BY KURARAY METAL REINFORCED BUM SPACER EXTERlOA I INTERIOR 1/ 2" BITE fjl SILICONE f SEALANT SETTING BLOCK U GLAZING DETAIL MI WINDOWS. AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS N. G. 1_ 08-02549 c4E NTS D 11 12/29/14 sREEI l l OF 11 L. ROBERTO LOEIAS PE. 1- 52 WCIODFORD RD LEWJSVILLE. NO 27=3 434. 668-O 09 IDw m@*bmwa— SIGNED: 1211412017 ILI0 A TTATVOF'W D. ss ONA11tiaG Lule R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floHdabuilding.org/pr/pr_app_dfl.aspx?param=,vGEVX.. , u RofessionalRegulati1 ri.m`r0 BCIS Home 1 Log In User Registration I Hot Thpia 1 Submit surcharge ! StatS a Facts k0catioris r FBC Staff BCIS Site Map I Links Search r Florida re ProduetApproval USER: WbOc User Product AgorDval Menu > BRd or A00A0 tin Search > ft0fiptlpn Lit > Application detail FL # 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 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 bsittinger@miwd.com Brent Sitlinger bsitlinger@miwd.com 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 AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 2011 2008 1 of 3 t 4/1312018, 7:21 AM Florida Building Code Online https://www.floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGE V X... Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 03/26/2018 03/26/2018 03/27/2018 FL it Model, Number or Name I Description 15349.1 -- 1 185 PW Limits of Use 173 x 72 Insulated Glass - i Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 12786,12787.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 104/03/2023 i Design Pressure: +60/-60 I Installation Instructions Other: CW-PG60 FLIS349 1110 1I 08-023578.odf f Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513124B.pdf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use i Certification Agency Certificate --- -- - -- j Approved for use in HVHZ: No FL15349 R10 C CAC APC 15350.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: No ( 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R10 II 08-02949.Ddf i IVerified By: Luis R. Lomas, PE 62514CreatedbyIndependentThirdParty: Yes Evaluation Reports FL15349 R10 AE 513783.pdf Created by Independent Third Party: Yes F15349.3 185 PW Impact 172 x 72 Insulated Laminated Glass Limits of Use 1 Certification Agency Certificate j Approved for use in HVHZ: No FLIS349 R10 C CAC APC 15454.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions I Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R10 11 013-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports i FLIS349 R10 AE 513782.odf I Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Laminated Glass i185PWImpact - Limits of Use I Certification Agency Certificate i Approved for use in HVHZ: No FLl 349 R10 C CAC APC 8272.Qdf i Approved for use outside HVHZ: Yes FLIS349 R10 C CAC APC 8273.pdf Impact Resistant: Yes I Quality Assurance Contract Expiration Date Design Pressure: +55/-55 101/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32"' annealed FLIS349 R30 II- 08-016148.Ddf 0.090 Solutia PVB / 3/32" annealed. Glass was bedded In Verfied By: Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes j Evaluation Reports ; FL15349 R10 AE 5122788.pdf Created by Independent Third Party: Yes 1 C- 15349.5 185 PW Impact 96 z 60 Insulated Laminated Glass Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 7962.odf, 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 R30 Il 08 01613B.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed /' 0.100 Solutia Sanex HP'/ 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports 2 of 3 4/13/2018; 7:21 AM Florida Building Code Online https://www.floridabuildin g.org/pr/pr_app_dtl. aspx?param=wGEVX... FL153.4y—RIQ—AE, 5122 ZB.P Created by Independent Third Party: Yes J Baldc Neit I Contact Us :: 2601 Blair Stone Road. Tdlghassee FL 32399 Phone: 850-487-1824 I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are Public records. If you do not want your a-mal address released In response to a public-reoords request, do not send electronic mad to thl9 entity. Instead, contact the office by phone or by traditional marl If you have any questions, please contact 850.487.1395. •Pursuant to Section, 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Vie Department with an emal address il they have one. The emalls provided may be used for official communication with the licensee. However email addresses are Public record. if you do not wish to supply a personal address, please provide the Department wih an email address which an be made avadable to the public. To determine it you are a licensee under Chapter 455. F.S.. please ddc hem. Product Approval Accepts: Credit Card Safe 3, of 3 4/13/2018, 7:21 AM NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE, 1X BUCK IS 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 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.000URS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE Y6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESORPTION DAZE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 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. D. METAL STRUCTURE: STEEL 18GA (.048") FY-33KSI/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. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS DOORS, LLC RM1NDK ILO 1i/'/ J\S E NSFGRAT , PA 17030 v, G 9iP 0,.8}51SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON —IMPACT frez,pi NOTES A• TATE OF O i'ct` 'cCORiD••\j'\\ i14111ONA DRAWN: Dwo u0. REv J.L. 08-0022357 B 11Et G\ Luis R. Lomo3 P.E. FL No.: 62514 OATeNTS 09/03/14 I OF 12 L ROBERTO LOIAAS P E ua2YA30DFORDRDLEwisvRLE.NC27W 43441L8-Od49 Ilklnl'ilnWSUY m'II 6' MAX 41 72 1/2" MAX FRAME WIDTH 18" MAX O.C. 6" MAX L 1B" MAX O.C. 71 1/2' MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW R 1 & B 2 EXTERIOR VIEW FOR NUMBER OF. ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6` MAX 18" MAX O.C. IfI2I 6• MAX 71 1/2' 18" MAX MAX O.C. FRAME HEIGHT REFER To CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 h #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM D. L.O.: 69 3r4' X 66 Sr4' REMSIONS REV OESCMnON DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. CHARTII Number of anchors required (without rigid filter Fama Fame width (In) Haight 24.00 20.00 36.00 1 42.00 4L00 1 64.00 60.00 1 68.00 72.50 Iln) HAS anlb HAS WMb HAS amb Has iJaMb Has Jambi Has Pamb HAS Jamb HAS 4mmb HAS Jamb 24.00 2 2 2 1 2 3 2 3 2 3 2 4 2 1 2 4 2 5 2 20.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 Ja 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 S 4L00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 5 4 7 4 60.00 2 4 2 4 3 4 3 s 5 4 s 5 5 6 5 7 5 a.00 2 4 2 4 3 5 3 5 3 6 4 a 5 e a a 7 6 71.50 2 5 2 5 3 5 3 6 3 a 4 7 5 7 6 7 7 7 CHARTA2 Number of anchors required with rigid fillers) From• Fram• width In Haight 24.00 30.00 2A.00 47.00 48.00 1 54.00 80.00 1 Saw 72.50 In) HAS amb H41 amb HAS IJa.b HAS timb Has P..bj HAS Jamb HAS Pambj HAS ilamb HAS Jamb 24.00 2 1 2 2 2 3 1 2 7 2 3 2 4 2 4 2 4 2 5 2 3000 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 6 2 3a.00 2 7 2 3 3 3 3 3 3 3 4 3 4 3 4 3 6 3 4L00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 S 3 p.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 1 54.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 6000 2 1 2 1 3 1 3 4 1 4 4 1 4 1 4 4 5 1 Oa.00 2 1 2 4 J l 3 4 4 1 1 4 t 1 S 4 71.80 2 5 2 S 3 5 3 5 3 5 4 6 1 4 5 4 6 5 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS III WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWTI. DWG NO. J. L. 1 08-02357 Scv1: NTS - 09/03/ 1 4 1 SaaEr 2 OF 12 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWSVILLE. NC27027 434-686-0609 rlt ws9*bmasM mm SIGNED: 11/15/2016 O/f,9 iOENS;,J' 0,,6)251 p ; ST((,,AtNTirrE OF ; tv i F 'c OR1O?' • : Luis R. Lomas P.E. FL No.: 62514 71 FE HE 6' MAX 72 1/2' MAX FRAME WIDTH r--t 18" MAX O.C. L 18" j MAX O.C. 1/2' LAX AME I ICHT 6' MAX REFER TO CHART #3 --_ 8ERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH — 6" 14AX 18" MAX O.C. --{ 6" MAX 70/0 L MAX O.C. 71 1/2" MAX jFRAME HEIGHT I iEFER TO CHART R3 ---- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES' 1. MAXIMUM D.LO.: 69 34" X 68 314' RENIS10n5 REV DESMI'nOr1 DATE APPRWED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. CHART 03 Number of anchors required do Installadon) Fram• Frame wld1h (In) IYI9ht 24.00 1 30.00 J0.00 42.00 41.00 1 04.00 1 00.00 1 aa.00 I T1.00 11a1 HAS Pambi HAS Pamb HAS J..blHAa P=b HAS Jamb HAS JambiHAS amb HAS JambiHAS amb 24.00 3 3 7 3 3 3 4 3 4 3 4 7 1 5 3 5 3 1 6 3 30.00 3 3 3 3 3 3 4 1 3 4 3 4 3 1 5 3 5 3 6 3 30A0 3 3 3 1 3 3 4 3 4 3 4 3 5 3 5 3 6 3 l.00 3 4 3 4 3 4 4 4 4 4 1 4 5 4 5 4 0 4 1l.00 4 1 4 3 4 4 4 4 4 4 4 5 4 6 4 a 4 A1.00 3 4 7 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 00.00 3 5 7 5 7 5 4 5 4 5 4 5 5 5 5 5 a 5 0a.00 3 5 3 5 3 5 4 5 4 5 4 5 Is 5 5 5 a 5 71.50 6 3 6 3 a 4 6 4 6 4 6 5 a 1 5 6 e 1 a SEE SHEETS FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT . FIN ELEVATION & CHART DPAWN: M No. J.L. 08-02357 C&e NTS I DATE 09/03/14 1 s"E0 3 OF 12 L. HOSF.RIO LOMAS P.E. 1432 K'OOOFORD RD LEKIS VILLE NC 27023 434-M0609 fANn&s0kb laSp..wm SIGNED: 1111512016 5111R EN1rsF .4r 0, 6yt o4TATROF kr = i0' PE` F OR1 A•• Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING II 1 1/4• MIN METAL OR 2X BUCK EMBEDMENT STRUCTURE BY OTHERS BY OTHERS I BACKER ROD SI NTERIOR 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE T_- 1/2• MIN. EDGE DISTANCE I INTERIOR 10 WOOD I SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA770N 1 3/4" MIN EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL B EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE r 910 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX j SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4° MAX SHIM SPACE INTERIOR flEVi5i0NS RLV OESCRIPRON DAIL APPROVED A REVISED INSIALLATION DETAILS 06/01/15 R.L. R REVISED NAME AND ADDRESS 10/21/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 v SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. lllllilul/ 5 p%>,, R• L ii GRATZ. PA 17030 GENSF A1110y8 510,4SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS J!k/ STATOF O. jPl OR1OP •\\ DMxH, DNC N0. RLV 08 SO 2357 B NA'ENG\\\ Luis R. Lomas P.E. FL No.: 62514 scut DATENTS 09/03/14 4 OF 12 I. ROSERlO LOMAS P.E 1432 WOODFORD RD LEWISVILLE, NO 27027 434 6E8 0809 AbmmVk mwM am REVISIONS REV DESCRIPTION pITC N'f`NWCD 2 1/2 MIN. A REVISED INSTALLATION DETAILS 06/01/IS R.L. EDGE DISTANCE R REVISED NAME AND ADDRESS 10/27/16 R.I.- CONCRETE/MASONRY BY OTHERS f b' 1 1/4" MIN. n• • 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTn SEE NOTES 3 — 7 SHEET 1 1 a CONCRETE/MASONRY BACKER ROD 1/4" MAX. BY OTHERS 1/4" MAX. do APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK v SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD k APPROVED SEALANT 1/4" MAX. 2 1 /2" OPTIONAL 1 X BUCK SHIM SPACE SEE NOTE 3 — 7 L EDGE SIIECT 1 DISTANCE a ' EXTERIOR 1 BACKER RODCONCRETECONCRETE/MASONRYI APPROVED BY OTHERS e 1 1 /4" MIN. SEl.LANTS EMBEDMENT JAMB INSTALLATION DETAIL CONCRETEIAIASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEJIMSONRY INSTALLATION SIGNED' 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 11111I'IIII,, 5 R- L0411 GRATZ, PA 17030 r GENB NOTES: SERIES 185 ALUMINUM FIXED WINDOW 0,.81251 1.INTERIOR AND EXTERIOR FINISHES. BY OTHERS, 73" X 72" NQN—IMPACT k —' NOT SHOWN FOR CLARITY. FINLESS BY OTHERS TO BE INSTALLATION DETAILS WITHUT FILLERS 1'. STATE OF ; UZ 2 PERIMETER AND JOINT SEALANT IN ACCORDANCE WITH ASTM Ell 12 RLV 0••A, Lv i ( 0 10r' DESIGNED ORSDN. OY'C NO FS R i,S ONAL1ta\\\ 08 B srAE NTS DA1C 09/03/14 sOE357 OF 12 L ROBERTOLO"4tSP.E. Luis R. Lomas P.E. I432 WOODFORD ROLFI$1SVLLLE. NC 27M FL No.: 62514 4714185-0609 efpms&Wwpf corn WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" LAIN. MEIA1_ EMBEUMENI STRUCTURE BY OTHERS OR 1/4" MAX. 1 BACKER ROD SHIM SPACE BACKER ROD APPROVED SEALANT RIGID FILLER APPROVED SEALANT 910 WOOD SCREW EXTERIOR INTER EXTERIOR r 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENTBYOTHERS r 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X 81ICK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 1- I RIGID FILLER 1/2' MIN. EDGE DISTANCE INTERIOR 1 810 WOOD SCREW WOOD FR_AMINr EXTERIOR OR 2X BUCK BACKER RODBYOTHERSAPPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD — A- APPROVED SEALANT METAL - STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4" MAX. SH161 SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 4• AiAX. j SHIM SPACE 3/4" MIN EDGE 13157ANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. r SHIM SPACE T I RIGID FILLER 3/4" MIN. EDGE DISTANCE INTERIOR I 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION FLY DESCRIPTION a7E APPROVED A REVISED INSTALLATION DETNLS O6/Ol/IS R L. B REVISED NAME AND ADDRESS 1 10/27/16 1 R.L. NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. v11111iI1/I,, R• Lp i, i GRATZ, PA 17030 J S GEIV 9`P oy6126 +t= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS; STATE OF DRAV.N. DYC N0. PCV'P(OR0DV" OS B/SI NA14 NG\\ Luis R. Lomas P.E. FI. Nn.: 62514 suLE NITSoA1E 09/03/14 367 OF 12 L ROBERTO LOTUS P.E. 1432 WOMFORD AD LEINSVtt1E NC 2=3 13'• 4M-0709 AxwjQkbrT&i;M mN CONCRETE/MASONRY BY OTIIERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL IX BUCK SEE NOTE .3. 7. SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2' MIN. EDGE DISTANCE I a •I 1 1/4" MIN. n FJdBFDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1 1/4- MAX. SLAM SPACE a 1 1/4" MIN EMBEDMENT e 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCREFEIMASONRY INSTALLATION REVISIONS REV pELCRIPRON D•1E APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L. 8 REVISED NAI.IE AND ADDRESS 10/27/16 R.L. 1 1/4- MIN. EMBEDMENT a CONCRETE/MASONRY - BY OIHERS _ 1/4' MAX. SHIM SPACE OPTIONAL IX BUCK --\ SEE NOTES 3 - 7 SHEET I RIGID FILLER 3/16•' TAPCON ° INTERIOR 2 ,/2' MIN. EDGE DISTANCE EXTERIOR 1 BACKER ROD APPROVED SCALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS DOORS, LLC II C ow. MaDK SIR p'fills GRATZ. PA 17030 1 r •GENSF qiP NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OyGO,-- SERIES 185 ALUMINUM FIXED WINUOW*• NOT SHOWN FOR CLARITY. 73" X 72" NON -IMPACT 2. PERIMETER AND JOINTSEALANTBYOTHERS TOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS T" ` a TATDESIGNED IN ACCORDANCE WITH ASTM E2112 i0 . I'ZZ LPAVN D:rG No, RLVF OR10P• 08 377 B 1oIIlAl11 NG`\\\ sruE NTS arc 09/03/14 s" OF 12 L. ROHERTOLGHAS P.E. Iq2 R•OODFORD RD LEVASl4LLE, AIC 2702J I LDI6 R. Lomas P.E. FL No.: 62514 4SIGBt -=9 RhmsSV&bma4w.— I WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. t EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 110 WOOD SCREW F r s/4" MINMETAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE 10 SMS OR ELF DRILLING REV/ EXTERIOR INTERIOR EXTERIOR INTERIOR J 10 SA45 OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. SHIM SPACE WOOD FRAMING 1 1/4" MIN' METAL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS REV DESCRIPTION M1E APPROVED A kCVISED INS IALUfION DETAILS 06/01/15 R.L. B I RI VISFO NAME AND ADDRESS 10/97/16 R L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOiVN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE T- 1/2' MIN 3/4- MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE SIGNED: 1111512016 INTERIOR DOORS, LLCMIWINDOWW R 11 10 //zMNDKST.\\\\\`5 41 j10 WOOD J/10 SMS OR J GRATZ, PA 17030 v •GENSF9iP' SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW x T— SCREWS 73'. X 72" NON —IMPACT 451 WOOD FRAMING EXTERIOR METAL. EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS STATE OF a OR 2X BUCK BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & OIUvrN: Dr.c No REV p ii,. c- (0RMt. SjONA 10?`\`\ APPROVED SEALANTNGE APPROVED SEALANT 08 B EHIND BEHIND NUL NTS °" 09/03/I4 50"387 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS P.E. Luis R. Lomas P.E. WOOD FRAMING OR 2X SUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432WOODFORDRDLEwISVR.LERC27M FL No.: 62514 F 4]4-M-OmB A BIw+ Vf-=1 REMONS REV D[TGRif11ON DATE APPROvED 2 1/2- MIN EDGE DISTANCE A REVISED INSTALIAIION DETAILS B REVISED NAME AND ADDRESS 06/01/15 R.I. 10/27/16 RL. CONCRETE/MASONRY - BY OTHERS 1 1/4" MIN. I I/4• MIN. EMBEDMENT OPTIONAL 1X BUCK' EMBEDMENT SEE NOTES 3 - 7 SHEET I T BACKER ROD k 1/4" MAX, BY BrOTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK FLANGESEE NOTES 3 - 7 SHEET 1 3/ 16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 16" TAPCON BACKER ROD do*MA/ APPROVED SEALANTfi r - BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX, SPACE 2 1/2 MIN. I SEE NOTE S - 7SHIM EDGE a SHEET 1 oISTANCC EXTERIOR 1 CONCRETE/MASONRY BACKER ROD k BY OTHERS 1 1/4" MIN• APPROVED SEALANT n EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE( MASONRY/NSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 111111I1I1I, 650 W. MARKET ST. g R. LpM GRATZ, PA 17030 v •'GENSe NOTES: SERIES 185 ALUMINUM FIXED WINDOW D 5 * = I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, 3" X %2" NON—IMPACF NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITHOUT FILLERS OTATE OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE IN 0R1D*• DESIGNEDACCORDANCEWITHASTME2112DRANN. ox+c No rry J. L. 08-02357 B 01VAI E G\ u•' E NTS DATE 09/03/14 s"CE19 OF 12 l///111111111 L ROBERTO LOWS P.E. P LuisR. Lomas as1432 KlOODFORD RD LEWLSVO.LE, AC 27023 E. FL No.: 4346EEOW9nromes61OOe+W aom WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW METAL SIRUCIURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE CID FILLER 10 SMS OR LF DRILLING RCW EXTERIOR INTERIOR EXTERIOR INTERIOR 10 SMS OR N 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER RROD RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT IBEHINDFLANGESHIMSPACEBEHINDFLANGE 1/4" MAX SHIM SPACEIEWOODFRAMING11/4" MIN' METAOR2XBUCK OTHERS EMBEDMENT STRUCTURBYBYOTHER 3/a" MIN EDGE DISTANCE 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN, 1/4" MAX. EMBEDMENI r SHIM SPACE j1/2/ — RIGID FILLER EDGE DISTANC INTERIOR 1 T 3/4" MIN. EDGE DISTANCE d 10 WOOD 10 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING OR 2X BUCK EXTERIOR METAL BY OTHERS BACKER ROD k STRUCTURE APPROVED SEALANT BY OTHERS BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER INTERIOR REVISIONS DESCRIPTION DATE I APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/16 R L. NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 f2 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 111 111IC///i5. • • • t! ii GRATZ. PA 17030 GENSF'!,pzh' SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT 0y81251 k EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS j STATE OF ; &:: 0 0 BACKER ROD & DRNSK. D" NO Rv P,IORIOQ: -O\ APPROVED SEALANT J. L. 08 8 iS ONAiIE?\\ BEHIND 502T357aTENTS09/03/14 10 OF 12 IJAMBINSTALLATIONDETAILLROBERTOLOAt4SP.E. Luis R. Lomas P.E; METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE NC 27023 34-M-OW9 ilMudDtrboommTI FL NO.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD dL APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK SEE NOTE 3 - SHEET I CONCRETE/MASONRY BY OTHERS (— 2 1/2" MIN EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4' MAX. CON Sill IM SPACE OPTI RIGID FILLER SEE 3/16" TA.PCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. r SHIM SPACE n 1 1/4" MIN. i EMBEDMENT 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEANASONRY INSTAI.LATION B CREIE/MA BY 0 ONAL 1X NOTES S 3/16• T HCV610N5 REV DESCRPTION DATE APPHWLD A RMSED INS7ALIA7ION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. 1 1/4- MIN. HECT EMBEDMENT SONRY TILERS 1 /4" MAX. SIiIM SPACE DUCK 3 - 7 i RIGID FILLER APCON a INTERIOR 2 I/2" FAIN. e EDGE DISTANCE EXTERIOR BACKER ROD h APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION SIGNED: 1111512076 NOTES: I. NTERIORANDEXTERIOR FINISHES, DYOTIIERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT B Y OTHERS 7 0 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWSow. MNDKDOORS, LLC GRATZ,• PA 17030 R11to GENSF• 1p 9XO SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS S a. 57 0111111a``\` fFAWN G ND OB A 0311 OF 12 C•'E NTS °A 09/03/14 L. ROBERTULOWSP.E. 1432 KOWFORD RD LEWISVO.LE, NC 27023 431- 886.OWO Abrtmf®*brwW.00m Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT 6 Wool) WOOD SCREW FRAMING 8Y OTHERS r 1/4" MAX. L SHIM SPACE 3/8" MIN n EDGE DISTANCE II INTERIOR EXTERIOR 1/4" MAX r SHIM SPACE 3/B" MIN I EDGE DISTANCE f 46 WOOD wooD SCREW FRAMING APPROVED 1 1/4_ MIN. BY OTHERS SEALANI EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION RMSICttS REV DESCRIPTION MiE APPAOVED RE\45E0 INSIALLAIION DETAILS 06/Ot/t5 R.L. B 1 REVISED NAME AND ADDRESS 10/27/16 1 R L WOOD FRAMING 1/4 MAX BY OTHERS SHIM SPACE a6 WOOD INTERIORSCCREWREW 1 1 1/4- MIN. EMBE-IDME—NT 1 NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, APPROVED — NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BEHIND FIN DESIGNED IN ACCORDANCE WTTHASTM E2112 EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 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 J. L. 08 —023 57 CA" NTS 10111 09/03/14 511¢i 12 OF 12 L ROBERTO LOYAtS P.E. 1432 WOODFORU RD LEWISVILLE, NO 27= 434 688 0609 fQa rOl bnNpe i=I SIGNED: 1111512016 J\ 5 RI I I! O v G+EIV qiP 51 j TTAAT. O F W i F (OR10Q • w s NA11Exx Luis R. Lomas P.E. FL NO.: 62514 Florida Building Code Online https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?param=wGEVX... as 114 F BCLS Home I Log In I User Registration j Hat Topxs I Submt Surclmrge Stats d Facts publications FBC Stag I BOS Site Map Lhks ; Search j Florida r Product Approval r USER. Pub0c User Pmdutt Annroval Menu > earch > doauration List > Appkation Detaa FL # FL15353-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsittinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Mullions Evaluation Report from a Flonda Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Flonda 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the•Code FU$353 R3 COI FLCOI.Od Standard AAMA 450 Year 2010 1 of 3 4/1312018, 7:26 AM Florida Building Code Online https:/Avw*.floridabudding.org/prlpr_appjtl.aspx?param=wGEVX... Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL 31 Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use j Installation Instructions Approved for use in HVHZ: No I_L353-53-K3—ILQ8-014488.odf i 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 i Evaluation Reports j Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512072B.odf span: 104-1/4". I Created by Independent Third Party: Yes 15353.2 --- : 5764 I Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No I EL15353;3 ILp8=014399.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes. I Verified By: Luis R Lomas, PE PE-62514 I Created by Independent Third Party: Yes j Design Pressure: N/A I Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120636.0f span: 83" I Created by Independent Third Party: Yes 15353.3 15765 Horizontal Aluminum Mullion Approved for use in HVHZ: No I FL15353 R3 lI 08-01449B.Q.f Approved for use outside HVHZ: Yes I Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes j Created by Independent. Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion f_4153$3-Jt3 6L 51207 %p¢f span: 156-3/8" — --- Created by Independent Third Party: Yes - J 15353.4 5765 Vertical Aluminum Mullioni -- Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 11 08-01440B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512064B.odf span: 83. Created by Independent Third Party: Yes 15353_5-- [ CM-18514 — Vertical Aluminum Mullion i Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01442B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/B" x 84". Max mullion FI 15353 R3 AE 512066B.oci length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No 353 R3 IFC15II06-01451B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size 52-1/8" x 84'. Max mullion I FL15353 R3 AE 5120758.odf span - 156- 3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion 2 of 1 4/13/201•8, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353—R3- II QB-01452B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 512076B.pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 1 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No d5353 R3 II 0-6.7NA 38.odf Approved for use outside HVHZ: Yes Verified By: Luis 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 F1 15353 R3 AE _df span - 83" Created by Independent Third Party: Yes 15353.9 ( CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FI-15353 R3 II 08-01453B.pci 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 512077B.odf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 --__ CM_18533! Vertical Aluminum Mullion Limits of Use installation Instructions Approved for use in HVHZ: No EL15353 R3 II 08-014448,pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A C Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5U0§_W pdf span: 83" Created by Independent Third Party: Yes 15353.11 j CM-18534 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes j Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84" span: 156-3/8". Max mullion Horizontal Aluminum Mullion - Installation Instructions FL15353 R3 II 08-01454B.pd Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 5120786 pdf Created by Independent Third Party: Yes aarin Nest COntact U<_ :: 2601 Blair Stone Road -aAahilsIc FL 32399 Phone, 650-4a7-t824 The State of Florida is an AA/EEO employer Convriaht 2007.2013 State of Florida.:: Privacy Statement :: 6ccessrbilty Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mal address released in response to a public -records request, do rot send electronic mad to this entity. Instead, contact the office by.phone or by traditional mail. R you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1), Florida Statutes, efrective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address f they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. Iyou do not wish to supply a personal address, pease provide the Department with an email address which can be made available to the public. To determine f you are a licensee under Chapter 455, F.S., please c dn hm. Product Approval Aooepts: Credt Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REQUIREMENTS OF THE 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=1.6 WAS USFD FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE: J. 5) DESIGN PRESSURE AND INSTALLATION DETAILS 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 MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION 15 ANCHORED AS SHOWN HEREIN. 9) MULLON VERTICAL INSTALLATION 15 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 10 BE INSTALLED SEE FORMULA I'OR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING TIIE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULUUN RATING FOR PRODUCT IN STEP 2. MULLION RAZING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 4. W2 2 REVISIONS REV OESCR"KIN DALE APPROVED A REVSLD WSIALLAIION DETAILS 06/10/15 RL. D REVISED VICHORING NOTES ,Y INSTIL DEI 06/07/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WC00 SCREW WITH SUFFICIENT LENG111 TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SIIOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCNEIE 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 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSIRUCTONS. 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, TYPE 1 (OR GREATER) D. METAL STRUCTURE -STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENCTII TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12" MAX 0 C THEREAFIER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V. L. 1 08-01439 okE NTS os 01/11/12 1 s.Err I OF 4 L. ROBERTO LOADS P E. 1433 WOODFORD RD LEW SWUE. NO 77073 434-OU4609 n}vDawfdwM3p& oom SIGNED: 1011312017 R I I L/p gtP i 0,,81261 TttE OF ; RIOP •G: Luis R. Lomas P.E. FL No.: 62514 107 3/8" COMBNED WIDTH W1 I- W2 - 6 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J /J 1D7 3/8" COMBINED WIDTH W1- W2 4DOWFRAME HEIGHT WINDOW MULLION SPAN) JIN{J 107 3/8" COMBINED WIDTHF- W1 -11 2 8T J lIWINDO WINDOW FRAME HEIGHT WlNDO MULLION SPAN) L Wt - ( - W2 107 3/8" COMBINED WIDTH Des1 err ssure rstln Mullion an n Tributary width In) 18.13 25.50 38.00 42.00 48.00 S2.13 25.00 120.0 120.0 120.0 120 0 120.0 120.0 37.38' 120.0 1200 120.0 120.0 120.0 120.0 40.63 120.0 98.3 81.2 769 752 75.1 62.00 71.0 52.2 39.7 35.9 33.4 32.3 85.63 59 6 43.7 33.0 29.6 27.4 26.3 72.1 M.9 32.7 24.4 21.8 19.9 19.0 BI.00 28.1 20 3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" _ COMBINED WIDTH W 1 64'OW FRAMEWINDOW HEIGHT MULLION / SPA 107 3/8" COMBINED WIDTH 83' / J WINDOW J FRAME HEIGHT WINDOj !N MULLION / SPAN) W1 -- If- 1'J2 107 3/8" COMBINED WIDTH REVISIONS I RN I DESCRfNIDN I DAZE I APPROVED INSTALLATION B I REVISED RING WRINGNO TES k INSTL OFT. 08/07/17 1 R L. 107 3/8` COMBINED WIDTH F_ W1 --jr- sv2 83" J WINDOW J FRAME HEIGHT WzNDO WINDOW MULLION NAPPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 ".AS SHOWN HEREIN. Design pressure ratillg(pst) with rebar Mullion span ( in) T butary width In 18. 13 25.50P32. 42. 00 4&00 52.13 25. 00 120.0 1200 120.0 120.0 120.0 37. 38 120.0 1200 120.0 120.0 120.0 49. 63 120.0 98.3 76.9 75.2 751 02. 00 95.2 70.0 46 8 43.4 65. 63 800 58.6 39.7 36,7 35.3 72. 00 603 43.9 29.2 26.7 25.5 84. 00 37.7 27.3 1 20.1 17.7 16.0 15.1 L W 1 -I I-- V12 1117 3,8" COMBINED WIDTH MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS kwN: I OxO uo. I RI LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 V. L. DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT SCALE INCLUDE FLANGE. 08- 01439 NTS 1' 01/11/12 15- 2 OF L ROSERTO LO&M5 P.E. 143211000FORD RD LEWISVeLE; NO 2703 430488- 0E09 '&-n Dhb-.Sp6m. SIGNED: 10/1312017 J\ B`R!I- fir/ i iiv,• t.OENSF,0 0„ 81261 _ TTAttT irrEO F ' O . ,' k' Luis R. Loma P.E. FL No.: 62514 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY l01HERS MIN. EMOEDMENT 1/4• ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR FEDUILI--__ll/ MULLION M7000022 CLIP i 10 WOOD SCREW 1 Ii 1 3/8" MIN EMBEDMENT WOOD FRAMING/ 1/2" MIN, 2X DUCKLEDGEBYOTHERS DISTANCE VERTICAL CROSS SECTION MASONRY=NCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE, REVISYYS DESCRIPMiOR DATE PPRO\,ED REVISED RISTALLARON DETAILS 00/10/1S R.L. REVISED ANCHORING NOTES R IIISTL DET. 06/07/17 IRL M1000022 CUP I I 10 SMS OR SELF DRILLING SCREW II ` METAL 1/611N. - STRUCTURE EEDGE BYOTHERS 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 DRAWK Dr.O NO. V.L. 08-01439 sc E NT5 are 01/11/12 s"EE13 OF 4 L ROBERTO LOMA.S P.E. 1432 WOODFORD RD LEWISVILLE, NC 27a23 434 6W-0609 rmmas*kla mspe mm SIGNED: 1011312017 EkSFg10 TTArTkE OF O. g ONA j1E`\ Luis R. Lomos P.E. FL No.: 62514 r- 2.140" --I MI. 1 25" SECT5764 MULLION ALUMINUM 6005-T5. I25' THICK 0.688" RF-11 RE B'AIL' R 16 OA (.052) GALVANIZED STEEL NOTES: 1 CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD k METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3 FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 1.375' 0.625" L 3.250" 0.843" I 4.000' O MT000022 CLIP 16GA (.063) GALVANIZED STEEL SEE NOTE 2 5 3, THIS SHEET. 3.750" 2.189" 1.0 0" 0.375" 0.843' 1 k 2x D0.2.10" 1 1.562' 1 _ I 1.562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION AL UMINUM 6063-T5.125" THICK REV,SONS DESCRIPTION !ATE AFPROVED REVISED INSTALLATION DETAILS 06/ID/15 RL. REVISED ANCHORING NOTES k INSTL DET. 06/07/17 R.L. 3.750" 1.000" 0.375" 0.422" 2.032" 0.843" 2.875" SECT5796 CUP ` 2x 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS V.L. 1 08-01439 SCALE NTS D"n 01 / 1 l / 12 SHEET 4 OF 4 L ROBERTO LOMAS P.E. 14321VODOFOR0 RD LEWISVILLE. NC 27023 4344M.0609 .00lIIR%kYR/SJII OfYn SIGNED: 1011312017 05` Vt ILIO 60 k oO E OF Al. ORM Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX.... f I Professional BCLS Home i log In I User Regstrdtion i Hot Topic Submit Surcharge Stats a Facts Publications FBC Stag t BCLS Site Map Links I Search rida qoprProduct Approval USER: Public User Product Approval Menu > BMd&g1OS1¢28ca.Wn Search > Cpp[v2tipn Ust > Appfl=tion Detail t FL # FL13223-114 ` 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@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardie.com Category Panel walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. 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 COI RIO - Certificate of Indecendence:odf Referenced Standard and Year (of Standard) Standard' ASTM C1186 ASTM E330 Year 2007, 2002 1 of 4/13/2018, 7:29 AM Florida Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl.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 FL13223 R4 Equiv RIO-2692E-17 ASTM C1186 eguivalericy.odf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Summaryof Products Model, Number or Name Description Cempanel Siding fiber -cement panel siding FL # 13223. 1 Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 11 cenel-installation.pdf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.E I Impact Resistant: Yes FL13223 R4 If RIO 2689-17 Panel to Furring.pdf Design Pressure: N/A FL13223 R4 IT RIO-2686-17 Panel Wood Metal Frame.jdf Verified By: Ronald I. Ogawa 24121 , Other: ForuseinsideaHVHZinstallInaccordancewithNOA17.0406. 06 Created by Independent Third Party: No Evaluation Reports I FL13223 R4 AE NOA 17-0406.06.p FL13223 R4 AE RIO 2689-17 Panel to Furring.pdf FL13223 R4 AE RI0-2686-17 Panel Wood Metal Frame.pdf 1 Created by Independent Third Party: Yes I 13223.2 HardlePanel Siding fiber -cement panel siding Installation Instructions — Limits ofUseApprovedfor use in HVHZ: Yes FL13223 R4 If HardiePanel-Installation.pdf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0405.§&.pdj Impact Resistant: Yes FL13223 R4 II RIO 2689-17 Panel to Furring pdf FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.odf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: ForuseinsideaHVHZinstallinaccordancewithNOA17-0406. 06 Created by Independent Third Party: No Evaluation Reports i FL13223 R4 AE NOA 17-0406.06.pdf 1 FL13223 R4 AE RIO 2689-17 Panel to Furring p I FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes 13223.3 — _—; Prevail Panel Siding --— I fiber -cement panel siding -- — J Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 1I NOA 17-0406.06.gdf Approved for use outside HVHZ: Yes I FL13223 R4 II_Prevail-Panel-Installation.odf Impact Resistant: N/A 1 FL13223 R4_fi R1O 2689-17 Panel to Furring.pdf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.pdf Other: For use inside a HVHZ install in accordance with NOA Verified By: Ronald I. Ogawa 24121 17-0406. 06 1 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE RIO 2689-17 Panel to F4rring:p—df. FL13223R4 AE RIO-2686-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes eadt Contact us :: 26016 nk:.Stonejj .ad.Dlhhjissee FL 32399 Phone: 8SO-487-1924 The State of Florida 15 an WEED employer. rowtbht 2007-2013 State of Florida.:: BtjaCy Statement :: accessihity Statement :: Refund cra m nt 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.floridabuilding.orgrpr/pr_app_dtl.aspx?param=wG EVX... Under Florida law, emal addresses are public records. I! you do not want your e-mal address released in response to a public -records request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please contact 850.487.1395. -Pursuant to Section 45.5 275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department wth an email address r they have one. The emals provided may be used for Oftial communlotbn with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine f you are a Icensee under Chapter 455, F.S., please cldt Product Approval Accepts: FnT Credit Card Safe 3 of'3 4/13/2018, 7:29 AM u 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- 04.06.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 Hardie Panel ®y >oe Vertical Siding ,% JamesHardie INSTALLATION REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLl1SO PRODUCTS EFFECTIVE SEPTEMBER 2013 Visit rNm iamesharde.com for the most recent version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT W 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 HZ10TM 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 corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. L CUTTING INSTRUCTIONS Ou D00RS INDOORS 1. Position oiling station so that wind will blow dust away from user 1. Cut only using score and snap,,or shears (manual, electric or prleumatic). and others In working area. 2. Position cutting station in well-ventllated area 2. use one of the following methods a. Best I. Scare and snap 1. Shears (manual, de ctric or pneumatic) - NEVER use a power saw Indoors b. Better. 1. Dust retiring circular saw eW Aped with a - NEIAR use a arcrdar saw blade that does not carry the Har6deBlade saw bade tradrariark HardeBlade' mr; blade and HIEPA vacuum a itraiion NEVER dry sweep — Use wet suppression or H PA Vacuum c. Good: i. lust reducing circular saw with a HarcReBlade saw blade prig use fa low ho moderate cutting) Important Not,: For maximum protection ilowest respirable dust production), James Hai -de redornmends always using Tes'-level cueing methods where feasble. MD9i-appmved resplratos can be used in conjunction with above cueing practices to further reduce dust e>ipostres. Addtionral agxosure information is available at wanw.)arrlesharde.com to help you determine the most appropriate cutting method for your lob requ'verrlerns A concern still exists about a glostre evek or you do not comply with the above practices, you should always corsull a qualified industrial hyglenist or contact James Harde for lusher Information. sxoeanos GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commensal / Multi -Family Installation requirements go to www.JamesHWdleCDnmercW.com HardiePaner vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See gerlenral fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreervfurring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.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 HardieWrapm Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardlePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to CoforPlus section page 3. DO NOT use stain, oil/allIryryd base paint, or powder coating on James Hardie° Products. For larger projects, including•commercial and multi-familyprojects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion andmoisturemovement of the product in their design. These values can be found in the Technical Bulletin 8 'Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Position fasteners3/8" from panel edges and no closer than joints may also be covered with batten, PVC or metal jointers or 2' awayfromcomers. Do not nail into comers. caulked (Not applicable to ColorPluse Finish) (fig. 2). HardiePanel VerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing mustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure • HardiePanel verticalsidingmustbejoinedonstud. g g e 3 water -resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge 2 4 stud water-resisive water-rxlstive nailing distances. 2 x 4 stud tprt er barrier Figure 1 water -resistive barrier sheathing keep nalis 3/8' min. from panel edges plate q keep fasteners 2• away from comers Tupper panel toper pemel d Do not 1!4• gap Donot 1/4" gap Caulk k el rov=erLIc2W- 1sNdlngBattenJoint "H" Joint Z-Ilashino t Z-flashing VDo water -resistivebarrierdecorativb2x4 stud band board lower mid mid oFigure4 ye• leave appropriate gap between Recommendation: when O O panels, then caulk' installing Siera'8, provide I moderate contact Caulk Joint. a dame stud at panel Not applicable to CoiorKe Rnish) Joints to avold mailing i Apply caulk in accordance with cauk tf * Omo'ees manufacturer's written application instructions For additional InWriation on HardleWrapr"' Weather Barrier, consult James Hardie at 1-866-4Hardle or www.haralewrap.com WARNING: AVOID BREATHING SILICA DUST James ttarme! prO ldxbl contain raptrahk crystalline silica, xtlidt a Wham tothe State of Cafitornla m tataz catpxr anti b mtddered W Mend M09i ton be a cause of soar hum sine otmal sourrrs 1Nrg• exeWve anvils d respliable silica dust can aim cause a dlsabiing and poterg"fetal lung d rseaee called a7itasls, and has been Inketl with oeur diseases- Sane Zdm atggdst mad q may Invmw these dit During. Intel or mg; (1) vmrk In'outdoorarnas with ample vent ialion. R) use fiber cement shears for artfim or, where not leas hie, use a Hadk9lade• sew blade ad dust -re" circular saw edadled to a HEPA vaasrn: 3) vratn dues b lye 1ntmedlate arm; (4) wear a prapedy-fitted. MOSH-appraee dust mule or respirator (e g. N-95) In aauAarice with applicable govemm ll replailsm and manufacturer tutrtmlas to further lam resOtrable Baca aposres Dift diem -up, use HERA Yam mts or wet deM meltods - never dry sweep. For hrdner Wwriadan, later to our trista0atlm htstrucUms and Mamrial Safely Data She:) available at. vrvrwlamertmrde cant or by calling 1-e00-9LrAR0rE (1-WO-942-7343). FALIIRE TO ADHERE To OW WAMINGS. MSDS, NID INSTALIAnON NSTR IC IONS MAY LEAD TO SEIM PERSONAL IILAkiY OR HEATH. atmm HS1236:- P1/3 1/ 13 y >o, CLEARANCES Install siding and trim products in Maintain a minimum 1 " Maintain a minimum 1" - 2" clearance At the juncture of the roof and vertical Maintain a 1/4' compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardiem and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 °°'d Figure 6 salry . t ' j ' . I t 1'.- 2' min concrete min. I tour>detlon Maintain a minimum 1 " gap between gutter end caps and siding & trim. Figure 9 gutter and end cap Do not bridge floors Mth HardiePanel'siding. Horizontal joints should always be created between floors (fig. 10). Water - Resistive aafurBarterFrp Figure 10 Horizontal Floori ng Trim Sheathing fa sda HaralePanel• 1 BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 36' or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. FJectro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or In very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not ever -drive nail heads or drive nails at an angle. ff nail is countersunk, fill nail hole and add a nail. Mg. B) For wood framing, under dnven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should onty be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, fill add nail Figure A Figure B do not under drive nails go Nor T"PIX the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. h I I i IS k jt--2'min. 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 wM step flashing. where the roof terminates. install a kickout to deflect water away from the siding. tt 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 kickout Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4' wide." James Hardie recommends the kickout be angled between 1000 - 1101 to maximize water deflection 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. It setting the nail depth proves difficult, choose a setting that under drives the.nail. (Dnve under driven nails snug with a smooth faced hammer - Does not appty for installation to steel framing). HS1236 - P213 8113 AZ Y249 CAULKING For best results use an Elastomeric 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 caulking/sealant manufacturer's written instructions. Note: QSI Quad as well as some other cauUdng 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, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet For application rates refer to paint manufacturers specifications. Back -rolling Is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parts 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 HARDIER SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the followring 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 RECOWTION: In accordance with IMES Evaluation Report ESR•1844, Hardef reM vertical siding is recognized as a suitable alternate Millet spedfled la the 2006.2009, E 2012 International Residential Code for One -and Two-Fandy DxelMgs and the 2006, 2009, 8 2012 International Budding Code. HardiePanel vertigl siduhg is also remgrted fro application in Rce blomAn g: City of Los Angeles Research Report No, 24862, State of Path listing n.4889, Dade county. ADrfda NOA No. 02.0729.02. U.S. Dept. of HUD Materials Release 1263c, Terns Departrtent Of ft ance Product Evaluation EC-23, City of New yak MEA 223-93-M, and California DSA PA-019. These doaments shmdd also be conmCed for additional hnfamaflon cvnCar" the w20111ly of this protect for sDadre appo afbns. 2013 James Hartle Butiding Prodricts. All rights reserved. Additional Installation Information, TM. SM. and ® denote trademark¢ or registered trademarks of James HardleTechnology Limited 0isa registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com 1 HS1236 - P3/3 6/13 Florida Building Code Online https://www. floridabu ildi ng.org/pr/pr_app_dtl.aspx?param=wGEVX... i siness-' a e e BCIS Home j Log In ! User ReglStraton Hot Topim ; Submit SurcJ+arge : Stats e: FaCts ( PubBcatons FBC Stag j' SCIS Ste Map : links { Search ' gym' a aopr=uct Approval Pub1k User rho sr. r f!Vz&_QjApVnM Menu > fpd=_Qr_Apolratlon Searrfi > Annikation List > Appeotion Detail FL # FL12194-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsi nc. cam a Gareth Rahman grahman@alummumcollsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits 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. Validabon Checklist - Hardcopy Received Certificate of Independence FL12194 R7 COI AL 5Q01.4 2017 FBC Evaluation Report 04 T4 Soffits FinaLodf Referenced`Standard,and Year (of Standard) Standard' Year AAMA 1402 2009 Equivalence,of Product Standards CertJfied. By 1 of 2 4/13/2618, 7:37 AM Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved hops://www. floridabuilding.ort,/pr/pr_app_dtl. aspx?param=vGEVX... I i i Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 Summary of Products FL it j Model, Number or Name 12194.1 I Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Description --------- _— Aluminum soffit panels Installation Instructions FL12194 R7_II ALC15001.4 2017 FBC Evaluation Report 04 T4 Soffits Final.pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R7 AE ALC35001.4 2017 FBC Evaluation Report Q4 T4 Soffits Rnal.pdf Created by Independent Third Party: Yes Back Next CGOtat:QU5 :: 2601 Stair one RoaQ. Ta 2ujTsee FL 3.2M. Phone: 850-487-1924 The State of Florida s an AA,/ffp employer. Cjpht 2007-21 a crate of FWIL :: PdMQ Statemem ::lcss131ty Statemnt :: Refund totem nil Under Florida low, email addresses are public records. IF you do not want your e-mail address released in response to a public -records request, do rot send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please Contact 850.487.1395. • Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emal5 provided may be used for of cal commun KBtlon with the licensee. However email addresses are public record. tryou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hLL. Product Approval Accepts: eC Pr -_I Credit Card Safe 2 of.2 4/ 132018, 7:37 AM Certificate of Authorization No. 29824CREEK17520EdinburghDr 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 922ty Report No. Standard Year Certified Testing Laboratories (fST1577) CTLA 1847W AAMA 1402 20 99 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-0. 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. 3/8" J-Channel Preformed nominal 0.016-inch thick 3105 H=14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in2ft.ft. for the 'full vent' configuration and 11.1 in2AMA. 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 soffit2panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.fL foi the 'full vent configuration and 4.2 in2Ain.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid! This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6m Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. rr a 11,, No 74021 cc; 3 STATE OF : 1 OR 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) APPENDIA—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 reportis 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. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Loc tion Lo lion Location Location c. 16' Q4 Soffit — 16-inch o.c. Fastener Loc lion ALC15001.4 FL12194-R7 Fastener Loc tion 1 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener LocItion f- Fastener Fastener Loc$tion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 0. J Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave REA Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Ca 2J 1 Approved Systems for 12-Inch Soffit Span with J-Channel at Wall and Eave 14 J -# Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave F-# I Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Ca 6 -# Approved Systems for 16-Inch Soffit Span with J-Channel and Fascia Ca 16JJ-# Approved Systems for 164nch Soffit Span with J-Channel at Wall and Eave 22.5JJ-# Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24174 Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 4J # Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Ca 24JJ-# Approved Systems for 24-Inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Max. diamond pattern spaced 24-Inch o.c. securing J-Channel to joists; diamond pattern spaced 24-Inch o.c. securing 10.5JJ-1 16-Inch Wood One (1) 18 ga.1/4-Inch crown x 1-Inch leg staples Wood J-Channel to joists; 59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 2of11 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 A Approved Systems for Maximum 12-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch crown One (1) min. 1 314-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood staple spaced 16-inch o.c. inch head dia. trim nail t40 24-inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/4-inch long x 12F-2 Max. MMasonry 9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16- t40 16-Inch with 3/8-inch diameter head spaced staple spaced 16-Inch o.c. Inch head dia. trim nail 8-inch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/44nch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head diatrip nail spaced 48- 84.2 spaced 244nch o.c. and securing each panel lap inch o.c. One ( 1) 14 ga. 5/8-inch long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-Inch long x 12F 4 Max. Mason Masonry9 ga., min. 5/8-inch long Stub Nail oole Woodcrownstaplep .. spaced8-inch oc 0. 072-inch dia. x min. 114-inch 48 16- inch with 3/8-Inch 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 psi Substrate J- Channel Attachment panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 3/4- inch x 1/4-inch crown One ( 1) min. #8 x 1/2-inch One ( 1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J- 1 Max. Wood staples in diamond long x 318-Inch head diameter Wood 114-inch crown staple 0. 072-inch dia. x min. 1/4-Inch 46 16- inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-Inch o.c. head dia. trip nall spaced 48- 64.2 Inch o.c. connecting soffit to J-channel inch o.c. ALC15001. 4 FL12194-R7 Pape 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-Inch o.c. securing 12JJ 1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/4-inch crown x 1-Inch leg staples One (1) 18 ga.1/4-Inch crown x 1-inch leg staple securing. 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-Inch o.c. 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 MDP No. Width psQ Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4Anch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 Max. 16-Inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; t43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-Inch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- t53.3 124nch with 3/8-Inch diameter head spaced 4-inch o.c. and securing each inch head spaced max 84nch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. 1Three (3) 18 ga.1/4-inch crown x - 1-mch leg staple spaced max, 0.072-inch diameter 16F-2 12-Inch Wood inch leg staples in diamond pattern Wood 4-inch ocend securing each finishing nail with min. 3/16- 53.3 spaced 16-Inch o.c. panel lap inch head spaced 12- inch o.c. One ( 1) 14 ga. 5/8-Inch long T nail or One (1) min 3/8-inch x 3/84nch16F-3One ( 1) min. 1 3/44nch long 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 3/8-inch diameter head spaced 3/16-inch head dia. trim nail 84nch o.c.spaced O. C. 364nch o.c. Max. One ( 1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-Inch One (1) min. 1 3/4-Inch long x 0.072 inch dia. x min. 16F4 164nch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 16-Inch 3/ 16-inch head dia. trim nail t25. 6 inch o.c. O.C. spaced 36-inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min 3/44nch x 1/4-inch One ( 1) min. 1 3/4-Inch 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 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 484nch o.c. One ( 1) 14 ga. 5/8-Inch long T nail or One (1) 18 ga. 1/4-Inch crown x One ( 1) min. 1.75-inch x 0. 072-inch diameter 16F- 6 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-Inch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3 16- inch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 8- Inch o.c. lap 16-inch o c. One ( 1) 18 ga. 1/4-inch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1o. ch leg staple spaced 0. 0724nch diameter i6F- 7 i6 Inch Wood inch leg staples in diamond pattern Wood anal o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16- inch o.c. ALC15001. 4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24 inch o.c. nail spaced 48-Inch o.c. Approved Systems for Maximum 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment. Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1/4-Inch crown x 1-inch leg staples in 16JJ 1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.t/44nch crown x 1-inch leg staples Wood diamond pattern spaced 8-inch o.c. securing 132.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1-Inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1) 18 ga.1/4-Inch crown x 1-Inch leg staples One (1) 18 ga.1/4-inch crown x 1-Inch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-Inch o.c. 12-inch o.c. I I securing each panel lap ALC 15001.4 FL12194-R7 6of11 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, ihstallation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-Inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-Inch leg staple securing the nailer x 1-Inch leg staples In diamond pattern spaced 24=inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22.5JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 342.1 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-Inch crown x 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-Inch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-inch o.c. 3/16-Inch head spaced spaced 12-Inch o.c. 4-inch o.c. Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 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 inch x ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 164nch o.c. chinch ailshankdrill x 0.072-Inch diameter 12-inch o.c. finishing nail with min. 3/16-inch head spaced 4-Inch o.c. ALC15001.4 FL12194-R7 7of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 inGi 0.072-inch diameter 80 24F-2 12-inch 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 (t) min. 1.75-Inch inch o 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter c. 124nch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter 12-Inch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga. 1/4-inch crown x t-Inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored ot lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch crown z 1-Inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 16-Inch Wood leg staples In 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-Inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 8of11 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch 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 1-inch 0.072-inch diameter 8024F=5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max ga., min. 5/8-inch anchored to 16-Inch o.c. securing inch crown x 1-inch 0.0724nch diameter 24F-6 16- nch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- Inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3116-inch head spaced 4-Inch o.c. ALC15001.4 FL12194-R7 9of11 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 hereln. 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 psf) 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.114-inch crown through the rafter securing each panel One (1) 18 ga. '/.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-Inch diameter 24J-1 12-inch min. 2.25- staples In diamond batten or two (2) Wood le g staple spaced finishing nail with min. Leo Inch x 7d ringInc pattern spaced 16 min. 2.25-inch x 7d One (1) min. 1.75- 8 inch o.c 3/16-inch head spaced shank nail Inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24 Inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter Inch head spaced intersection. Max. 4-inch o.c. rafter spacing Is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. %- anchored to ga.1/4 nch crown through the rafter spaced 16-Inch o.c. inch crown x 1-Inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16Anch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min t53.3 inch x 7d ring pattern spaced 16- min. 2.25-Inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.0724nch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-Inch o.c. 244nch o.c. ALC 15001.4 FL12194-R7 e 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.1/4-inch crown x 1-inch leg staples in diamond 1-Inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced24-Inch o.c. of each female lock or spaced 16- x 1-inch leg staples In diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.1/4-4nch crown x securing1-inch leg staples located in the One (1) min. 1.75-Inch x 0.0724nch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch 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 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-Inch o.c. of each female lock or spaced 16- pattern spaced 12-Inch o.c. Max. securing J Channel to Joists; inch o.c. 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 One (1) min. 1.75-inch x 0.072-inch Wood One (1) 18 ga.1l4-inch crown x 14nch leg staple securing the 4 1-inch leg staples located in theinthhorizontalleg le the located Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch 3/16-inch head spaced spaced 16-Inch o.c. securing 4-inch o.c. each panel lap ALC15001.4 FL12194-R7 onM- l 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations No. I Installation Detail 1O.5JJ-1 & 14.5JJ-1 Diamond- Patten 18ga., 1/4' x 1" staples 12' o.c. max cry 18ga., 114' x 1- staples 24" o.c. max Dlamoncr' Patten Detad 0 t 8ga., 18ga., 114' x 1' 1r4 x 1' Staples d" O.C. max Staples 24" O.C. max Diamond" Patten 1 18ga., 114" x 1' staples 1 2" o.c. max J-Channel — Detail A ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-1 & 12 F-2 MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFIT MAX. 12-INCH SPAN F" CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 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 j 3' n EEN \` SOFFIT STAPLE OPEN RAFTER r ; DIAMOND PATTERN x Ij DETAILTAPLEsCROWNSTAPLESRo, rUSINGADIAMOND3/5' YETVEEH! STAPLES i PATTERN FACIA BOARD FASCIA CAP 12F-3 3/4' X 1/4- CROWN FACIA BOARD B' 1-3/4` TRIM NAILSTAPLEONCENTER 1-3/4' TRIM NAIL PAINTED S S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC16001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. Fnstallation Detail 12F-4 14GA T-NAIL OR MIN. 9GA. NAIL WITH 3/8' HEAD DIA., MIN. 5/8" OMENT SPACED 8' O.C. FOR MASONRY TRATES. 4SCIA SLIP BOARD FASCIA TRIM 1-3/4- TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 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 1 12J-1 OPEN RAFTER 3/4' X 1/4" CROWN STAPLE '24" ON CENTER USING A DIAMOND PATTERN Li —CHANNEL 1-3/4' TRIM NAIL screwed to eoftit PAINTED S.S. 48" with one (11 118 x 1/2" x .3/8" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch Span ALUMINUM COILS, INC Soffits Appendix B 3fir X 1/4" CROWN STAPLE SOFFIT STAPLE FACIA BOARD ;, / DIAMOND PATTERN DETAIL FASCIA CAP 3/4" X 1/4- CROWN 1ATRIMNAILFACIA BOARDSTAPLE '8' ON CENTERPFASCIA CAP 3/4" X 1/4' CROWN STAPLE SO SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 5 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 olher product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 12JJ-1 & 16JJ-2 18ga., 114' x 1" staples 12' o,c. max A 18ga.. 114' x I' 318' staples 24" o.c. max Diamond' Patten ALUMINUM COILS, INC Soffits Appendix 8 18ga., 114" x 1' staples 24" o.c. max Diamond" Patten nnel Deta4 A 189a., lf4' x I' f staples 12' o c. max Diamond Patten f 18 ga., 114" x 1" — slaples In horzontal leg of female lap J•Channel Detail A ALC15001.4 FL12194-R7 Page 6 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 [his 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 1371' LONG X 0 072' DIA. TRIM NAIL WITH 3116' HEAD DIA. FASCIA BOARD SPACED 16' 0 C FASCIA CAP 1 SOFFIT I' X IX CRCWN STAPLE OPCII RAFTER 0C. J MIN. IAGA T. NAIL OR Mitt FASCIA BOARD SGA STUB NAIL WITH 31B' HEAD EMDEDVEiR SOFFIT & FASCIA16F=1 16F-6 SPACEDS-0C DETAIL FASCIA CAP; REFER 10 SOFFIT I FASCIA OElAIL F' [NANNEL SOFFIT; MAX. 16' SPAN MASONRY SUBS] 0ATE 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 ALUMINUM COILS, INC Soffits Appendix B System No. I Installation Detail I l 16F-3 & 16F-4 SOFFIT F" CHANNEL NO(h9, i'CfICrG ca or Block 4 FASCIA LIP 1/4" MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" x 3/8" STAPLE 16" O.C. t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/ IIETr" `, SOFFIT STAPLE OPEN RAFTER 3/a• x t/4• 11 u DIAMOND PATTERN CROWN STAPLES ,DETAIL USING A DIAMOND 3/0, KIVEEN, SrAPLES / PATTERN FACIA BOARD i FASCIA CAP 16F-5 3/4- X 1/4- CROWN FACIA BOARD STAPLE •8" ON CENTER 1- 4• TRIM NAIL PAI ED S.S. 1-3/4- TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4• X 1/4• DOWN CROWN STAPLE SOFFIT-max- 16-inch stun 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 S&rvices, 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 IAt• CRC"' STEFLE liSTFLLEO 16F-2 & AM ERrREDIA7Abk0 16F-7 F. SOBSTRAIE 131Q' 1.014A 0072'I NAIL WITH 3116' HEAI OPEII RAFTER FASCIA BOARD FASCIA CAP; REFER EO SOFFIT F FASCIA OCT AIL SOME. MAX. 10- SPAII ALUMINUM COILS, INC Sofffts Appendix B FASCIA BOARD FASCIA CAP R 14- CROWN STAPLE: D.0 SOFFIT & FASCIA DETAIL 318- T 114' z 1' siiplas i Dtalnon1l' Paten 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. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 116J-1 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT -max. 36-inch span ALUMINUM COILS, INC Soffits Appendix B 3M' 31cr 1 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE FACIA BOARD DIAMOND PATTERN DETAIL CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE 'B- ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT —' SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ego., 1 /4' x 1" staples 24' Pact max OPEN RAFTER, T . / `Diamond" Patten 180a , 1/4" x 1' staples 12" o.c. max A 16JJ-1 18ga.,1/4" x 1' 38" staples 24" o.c. max Diamond" Pallen J-Channel DeW B Detail A 18ga., 114" K 1' staples 8' o.c. max Diamond" Patten I` 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 No. I Installation Detail 122.5JJ-1 18 ga , 114" x V staples 16" o.c. max and 1 314" Long x .072' Dia. Trim Nails with 3116" Head 4 o.c. max 318• OPEN RAFTER OR Z Diamond" Patten 18ga..114" x I - staples 12' o.c. max ALUMINUM COILS, INC Soffits Appendix B I9ga., 1f4'x1" staples 24" o.c. max Diamond" Patten c uu DeteY B 18ga.,114" x 1' staples 14" x 1• Staples d" ad max stables 24' o.c Max -"Diamond" Patten 18ga., 114" x 1" staples 12" O.C. max J•Channel — Deted A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM IIAII FASCIA BOARD PA1117ED S.S. I",{' CROWN' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PAI IERII; REFER TO 1'4" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I I' TRIM NAIL FASCIA BOARD PAOIIEO S.S. SOFFIT b FASCIA DETAIL 24F-1 & 24F-4 CROWN STAPLE --- FASCIA CAP. REFER TO SOFFIT i FASCIA \ CIEA0. 1 Nominal I-.?- SYP 1 3/8.1 BittenAnchoredtoSOFFIT: MAX2E" I I I 1 F-CHANNEL Rafters vlth one Id Ring Shank flail at W000 SUBSTRATE every Rafter 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIM NAIL FAsru BOARD PAB7reo s s. 1-1- SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT I'.f' CROWN STAPLE I j- TRIM NAIL FASCIA BOARD PAINTED SS. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1-4- CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT A FASCIA OETALL Nominal 1'r2' SYP Bal ten Anrhare0 to SOFFIT, MAX, 24' F-CHANNEL Rafter pith one Id Ring Shank Nail at every Railer WOOD 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 Soffits Appendix B System No. Installation Detail 1 Z' TRIM NAIL FASCIA BOARD PAINTED S.S. RGA T-NAILS FASCIA CAP SOFFIT 1'.4" CROWN STAPLE I t' TRII NAIL FASCIA BOARD PAINTED S.S SOFFIT & FASCIA 24DETAIL F: 3 8 24F- 6 1"r4' CROWN SIAPLF FASCIA CAP, REFER 10 SOFFIT A FASCIA DETAIL Nominal PaT Sy BattenAnchoredto SOFFIT; MAX. 24' F- CHANNEL Re/ler: vNIf one 7d Ring Shank Nail at every Ratter 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 24J-1 & 24J-2 No. Installation Detail 1-.J- CROWN STAPLES USING A DIAMOND PATTERN; REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL 1-CNANNEL WOOD SUBSTRATE It-T PAI CANTILEVERED RAFTER FASCIA BOARD ALUMINUM COILS, INC Soffits Appendix B t !' rein NAIL SOFFIT & FASCIA PAINTED s.s. DETAIL CROWN STAPLE FASCIA CAP; REFER / \ TO SOFFIT t FASCIA DETAIL Nominal I". 2-SYP battens ! 8 scabbed between reaerti and SOFFIT; MAX. 14" tioauod n•.Ih cna 11) Td dng shank nail ehalghl-n0ded Ihtougn Ina ruller into Ow end / oI me batten or two (2) 7d ring spank nails loe-nalled on / diner tilde of the ballern at the battenfraher alterseclion / SOFFIT STAPLE DIAMOND PATTERN BOARD CAP ROWN STAPLE 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 I' staples 24' o.c. max OPEN w.t rEw ' 'Diamond" Paden I Bg a., 114" x t o,yT staples 12" o.c. max a B i A FAi r-- -7 18 ga., 114" r. 1" staples 1G' o.c. max and 1 314" -- Long x .072" Dia Tnm — J-Channel Nads with 3118" Head 4" 318' O.C. max Detail 24JJ71 18ga., 114" x I" 318" ;- staples 24" o.c. max _ 188a.,114' x I` 111111 staples 8` o.c, max t Dlarnond' Paden y J-Channel Detail A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 81G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation 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 19ga., 1f4" x 1' staples 24" O.C. max OM4 P.-FreP Diamond" Patten 24JJ-2 18 ga., 1/4" x 1" staples W o.c. max and 1 3/4" Long x .072" Dia. Trim Nails tvid i 3116" Hrad o.c. max 318' A Diamond" Patten 18ga., 114' x 1' staples 12" o.c. max 18ga., I f4' x I" staples 24" o.c. max nnnai Mmla 18ga, 1/4'x I" laples 1 T o.c. max Diamond" Patten 19 ga., 1r4' staples in r leg offema Deteil A ALC15001.4 FL12194-137 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, Il, 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-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vull 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 Heightfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16 9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 25 1 -20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 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 1 -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 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 4 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 22.2 251 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 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 16.9 192 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 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 1 17.8 20.5 1 23.3 26.3 29.5 32.9 1 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 186 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 A8.7 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 4 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 Enclosed 60 27.2 319 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 A1.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 A4.1 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 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 4 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 29.9 337 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 1 17.7 20.6 23.6 1 26.9 30.3 34.0 37.9 f 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 : 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 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 RoofHeB- Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 A2.1 47 9 54.1 60.6 67.6 74.9 30 27. 9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29. 4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30. 6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 1 -72.2 80.4 89.1 25 33. 3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34. 5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36 2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37. 7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38. 9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16. 7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17. 3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 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 Enclosed 60 20.2 23.7 27.5 31.6 359 40.5 45.4 50.6 56.1 Positive 20 16. 7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 Loads) 5 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 40.2 448 49.7 40 18. 8 22.1 26.6 29.4 33.4 37.8 423 47.2 52.2 50 19. 6 23.0 26.7 306 34.8 39.3 44.1 49.1 54.4 __] 60 20. 2 23.7 27.5 31.6 35.9 40.5 454 50.6 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 3/8" F-Channel 3/8" J-Channel 3/8" 3/4" r 1/8" HEM T7 3/4` I— 3/8" ISOMETRIC VIEW 3/8- PROFILE ISOMETRIC VIEW 3/E- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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. Fascia CREEK TECHNICAL SERVICES, LLC 1/8" HEM 5 3/4" T 7/8" 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 16" Q4 Soffit 02Y VIP a1S5 nr 1B' BLANK 3 / 8 PROFILE 2 175- N! F o oo o 0000 aoaoa 000 000aa- 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 3 1/8" 7/8" 3 1/8" 7/8-' 3 1/8" ALUMINUM COILS, INC Soffits Appendix D 1/2" 1/2" 3/4" 1/8" 1/B" 3/B" 13.75" BLANK 3/8" PROFILE 2 17f Ffi O'0'T" 0 i5' irk I^ aaor DODO aooaa DODO uaa END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online h s://www.floridabuildin or r1 i_a dtl.as x? aram=wGEVX.., ttP g• P P PP_ P P Professional Regulation SCIS Home 1 lag In i User Registration j Hot Top6 1 Subrnit Surcharge state a Facts Publications FBC Staff j SC.LS Site Map Links j Search b a t: " Product Approval YUSER: Public User Product Aooroval Menu > i0C4SC.gL6gVQ3 o1LSeaJSh > A a1CaGQII IM > Appfietion Derag FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetzOO1@tampabay. rr.com Robert Metz rmetzOOI@tampabay. rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay. rr.com Don Shaw IKO Industnes LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don. shaw@iko.com Roofing Asphalt Shingles Certiflcatlon Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year• 2016 2010 2011 2011 1 of 3 4/13/2018, 7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 7006.1 Model, Number or Name Cambridge, Cambridge HD, Biltmore and Biltmore HD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method 1 Option A 10/08/2017 10/30/2017 11/01/2017 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 FL7006 R10 C CAC Letter - ASTM 03161 letter - 9-26-2017) from FM.rdf FL70Q R30 C CAC Letr_el_ASTM D3462 IetteL 9-26-2017).pdf FL70gtter - ASTM E108 letter - 9- 26-2017).pdf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL7006 R10 11 iK07187-02-01 Letter=Installation Instructions for FBC FL7006.pdf 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 F17006 RIO C CAC ASTM D 3462 - Shingle letter Surveillance Audit Location - (6-28-2017).odf FL7006 R19 G CACLetter -ASTM 03161 letter - 9 2 )17Lfrom FM. FL7006 RIO C CAC Letter - ASTM D3462letter - 9- 26-2017).odf FL7006 RIO C CAC Letter - ASTM E108 letter_ C9_ 26-2017).odf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL70Q6 R10 [I Hio and Ridge Cap Shingle Installation Instructlons. odf FL7006 R10 Il IKO-187-02-0 Letter - Installatign Instructions for FBC FL7006.gdf 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 1 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 FL7006 RIO C CAC Letter - ASTM D3161 letter - Approved for use outside HVHZ: Yes (9-26-2017) from FM.p d Impact Resistant: N/A FL7006 R10 C CAC_ Letter. - ASTM D3462 letter - Design Pressure: N/A (9-26-2017).pdf 2 of 3 4/13/2018, 7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?pararn=wGEVX. Other: i FL7006 R10 C CAC Letter ASTM Et0$ to er - 9- 26-2017). ddf Quality Assurance Contract Expiration Date 112/ 31/2020 nlation Intru 6SOIs ROct-187-0 2-01 Letter - Instillation Instructions for FBC FL7006.pdf FL7006 R30 II Roo fing- Products- Leading-Edae-Plus- Appllcation-EN(l). Ddf Verified By: Duc T Nguyen PE 65034 i Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 17006.4 I Marathon Plus AR, Superglass Plus iAR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. N/ A Design Pressure: N/ A Other: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; f Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter 9-26-2017) from FM.Ddf FL7006 R10 C CAC Letjgr - ASThi D3462 letter - f9-26-2017). pdf FL7006 R10 C CAC Letter - ASTM E108 letter - j9_2,y_ 2917),pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7- 006 R10 II IKO-187-02-01 Lgtt_flC=lrtst llatian jn5iructions for FBC FL7006.Ddf Venfied By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 8adr Next Contact Us 2601 Blab Scone Road -TSWha e. Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovnoht 2007-2013 Stare of Florda.:: Pnvaot Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. R you do not want your e-ma0 address released In response to a public -records request, do not send electronic ma to this entity. Instead, contact the oflkx by phone or by tracitlonal mast 7 you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emai address if they have one. The emaYs provided may be used for official communication wth the licensee. However emad addresses are public record. 7 you do rot wish to supply a personal address, please provide the Department wth an ema0 addrffi which can be made available to the public. lb determine if you are a kensee under Chapter 455, F.S., please click here . Product Approval Accepts: LK IM 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_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. s . Signed: „'1 i /CL Signed: r t Brad Grzybo sKl Duc T.1N u e Managing D rector. Florida RegK ere Professional Engineer P.E. Number. 66034 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 Consmu tbn Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tet 813.621-5M Far 813.621-5840 e-mail: maWda!s n1N@pd=LaDm WebSih): h11p1 v m.prlantcom 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 SEALING STRIP — — — I r_ r• NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI construction Materials Techrologles, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-SM Fax: 813$21-5840 &md: materialstecfinp®pricmLcom Web&tm http:1Anvrr.pricmtcvm I KO 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. 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 5-718". 3r8' NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six nails as shown. a. F74a FTr F1 L-, CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construcllon Materials Technalogies. U.C. 6412 Badger Drive Tampa, FL 33610 TeL 813-621-5*M Fac: 813-621-5840 e4nall: maten rg@priemLcom Wet:,SRE htlpJhnrw.prumLcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. f ,. TAPER CUT PPo Consftzbon htatarlels Technologies. LLC. 6412 BadW Drive Tampa, FL 33610 Tat 813-621-SM Fax 813-621-5840 a -mall: meteria6festi g@p6cmLcom WeloSlte: hftpWWww.pricmLmm IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 13 1/4" (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 Constructbn Materials Techrologies, U.C. 6412 [cadger Drive Tampa FL 33610 Tel: 813621-SM Fax 813.621.5840 small: mxedaE=ffng@pricmtcam WebSlte: ht1:pJAvww.pd=Lc0m Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_d tl.aspx?param=wGEVX... ProfessionalBusiness & •• TG CY BCIS Home I Log In I User Registration Hoc Topic Submt Surcharge Stats S Facts j Pub5catrorG { FBC Staff Bch Ste Map Links search orida r Product Approval USER: Pubbc User o r_:co PRM1h Aooroval Menu > Product or Aoolcatlon Search > AWLQtion LrA > AppMmtlon Detail FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance. Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext115 Steven@WarriorRoofing.net Steven Crew Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WartiorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WarriorRoofing.net Roofing Underiayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2021 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL2346 R7 COI PRI CMTCertof Independence, odf Standard Year ASTM D226 2009 ASTM D4869 2016 Approved Testing Lab FL2346 R7 Eauiv FBC 2017 Standards Eguivalencv.odf I of 2 4/13/2018, 7:44 AM Florida Building Code Online https://www. floridabuild ing.org/pr/pr_app_dti.aspx?param=wG EVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Summary of Products FL # — Model, Number or Name 2346.1 [ 915 and #30 roofing felt 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 1 immediately after felt. Roofing felt is not intended to be an lunprotected weathering surface. 2346.2 15w and 30w roofing felt Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A I Other:' Primary roof covering should be installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. 9adr Description ASTM D 226 Tested Installation Instructions FL2346 R7 11 Installationtnytructions. f Verified By: PRI Construction Materials Technologies, LLC i Test Reports FL2346 R7 TR 15A Test Report.Ddf FL2346 R7 TR 30A Test Report.pdf ASTM D 4869 Tested Installation Instructions — -- — - FL2346 R7 11 installationInstructlons.pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test Report.pdf FL2346 R7 TR 30w Test Report.pdf CAOtaCt US :: 7601 ILILSSD^S Read. Tadahas—_ FL 32300 Phb¢e,_C50.487-Sa24 The State of Florida 5 an AA/EEO employer. Cogymht 2007-2013 State of Florida, :: F lYacy Statement :: 4,Sroac, @r_ntement ;; Refund Statement Under Fbrda caw, email addresses are public records. U you do not want your e-mail address released m response to a public -records request, do not send electronic mad to this enMy. Umead, comas the office by phone or by traditional mail. If you have arty questions, please contact 8So.487.1395. 'Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, dceruees licensed under Chapter 455, F.S. must provide the Department with an email address r they have one. The emalk provided maybe used fora tlaI communication with the licensee. however email addresses are pubic record. If you do rot wish to supply a personal address, please provde the Department than email address which can be made available to the public. To determine If you area licensee under Chapter 455, F.S., please click bsrr_. PrddurY Approval AotepU: lthd Credit Card Safe 2 of 2 4/ 13/2018, 7:44 AM go WARRIORo ROOFING MANUFACTURING P. 0. BOX 40185 • TUSCALOOSA, AL 354N • PHONE (205) 553-1734 • FAX (2DS) 5534755 1 193 LEROY ANDERSON ROAD • MONROE. GA 30655 *,PHONE (770) 207-0695 • FAX (!70) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709.0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial 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 comer 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 to: ur!k `.;-ate shedding. 1...•.r', i.r. biJ%1+r IIntheeventsomewrinklesarecreatedwhilefasteningdownacourseoffelt, slice the i wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. t/,2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ lob Address: 6 (eto Jwa 1I G r1wt x Historic District: Yes No Parcel ID: Residential W, Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: `oj U'rYl iyiy r. •. f V16;j 5 C Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name lwft t.ex6-o4 Ci'1 C'C 1 Phone: `f U 7 " }y/'" i•) TStreet: — Oo S j f Fax: y0 7 ` ni- V City, State Zip: } U c , ' L 3 ` 7 I State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in 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. rBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 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 1CC 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D Sig ature onfor/Agent_ i_ ate t OL I i'1) c;; iJ Print Contrector/Agent's Name of Contractor/Agent is Personally K Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY T 1 kjsa 7.20119 0•. IFF 120855 a u,.: off: s FLr r,t In Ilk' Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Typ Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application o`494t 19(e2u DESCRIPTION AS FURNISHED: Lot 242, WYNDHAM PRESERVE, oY recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 245 N 8943 "03 " E Ly 62.00' I 1 J1.Bo' LOT 242 JLBo' 1 1.00' 1 1.00' J. so.o' 11 0, W Ga L, 00 o FORMDOARD FOUNDATION t` h TOF- TOP OF FORM n h FORM AVERAGE- 25.22' o CO h 00 O h OFt6I.J' 11.00' LOT 24,3 Ky," IFORM LOT 24I c _ 16_ 7FORMENDSNO 36.20' FORMS I _ — —1 — — — — — — 25.20' 10 UTIL. ESMT. 0 P.C. IV 62.00" SETBACKS AS FURNISHED CA ,9ze FRONT 25'(-) 1 CREAR - 20' SIDE a 5' (40' LOT) y7.5' (60' LOT) IO' (75' LOT) CREEN S' IYALL O X XA Y SIDE STREET a 25' (60' L4 75' LOT) 15' (40' LOT) (50' PRIVATE R/W) 25' FRONT SETBACK CAN DE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PUN AREA CALCULATIONS SUCCESSION D A MINIMUM OF (2) IN SUCCESSION AT 2 TOTAL LOT AREA 7,I30 t SOUARE FEET PROPOSED a nNSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL f SO=E FEET UFTIYORK PER DRAINAGE PUNS (, DRIVE 62V 122. 743 f SOUARE FEET FOUNDATION/PAO 2.166 f SOUARE FEET PROPOSED DRAINAGE FLOW yri0 WALKS 49/310- 359 t souARE FEET REAR PA770 I82 f SOUARE FEET LOT GRADING TYPE A E+DQo FRONT PORCH DECK 83 3 SOUARE FEET SOD 4,0161 250 - 4,266 3 SOUARE FEET POOL DECK N/A 3 SOVARE FEET PROPOSED F.F. PER PUNS - 25.2' P -NOTE FROM SOEW41X AND STREET LOCATION TAKEN FROM PUNS PROLROED BY CLIENT • Nor FIELD VERInEO CRUSENMETYEIR-SCOTT & ASSOC., INC. - LAND SURIIL'YORS LLCCND - LEM.. - 5400 E COLONIAL DR. ORUNDO, FL 32807 (407)-277-3232 FAX (407)-658- I436 r . Nur nal. • rm.l a LDC NOr[S IN'. • miiv[ PAC Pm Or NENCRTZ CU"ATORE 1. 116 vOOKCMm 006 MO1mY COROY fNSi INS SLRNEY =L m SrAM01RD5 O< 1•'1AC'TCE SR PORN r ME rIORM Balm OFIRDO1Nt0 [L • 1mNlT Q C01 DAND OIVATRIL . R161•E]SONAI 9AMTM5 Alm MATE16 N ONAROr SI-I) iICIRG AOLNIQSTILATM CODE /RRSiLAIlr m SLTTON •)202T. IIACa SLAMS Cx BOO a NOANCNT RA0. . RADLLL 2. IMLSS ELMS= NM SLATWMRS Sd ,W AND CO R SEAL RO fjWlY W W COIF ARE NOT N 0 OCCC"CRLD W. IIN[ES POOR 3 no SMOKY WS AAv%M FIION TIRE MUOGTmN FLOWSP" TO ME SLC vrrON THM WY /E OIIRR RSrFACIPO 6 PIIL . IODD Or C GUG GLCYIRO OR ELSNDRS DMr Amu noRROFEm . OF CORE m N1 Nx . r(RwAN[NT RCOOCC N04loO • NO L.00M. M WRRMMUOS IMK LLOI LOaTED IMESS OTMiM15[ IND- rF. r1N031QI T L3EVATION 5 M yEY 5 IRVWM rfll M SOLE a0dag OF THOSE CENDDIM TO AND SHOUX NOT AC RLLTLD VL'N LC ANY Dr m ENrr1Y. eELD NANO 4 N9t LSL • , LZT RACC LO[ Vv R RQ-vAr INL • 1 OC . L QUDr901 SHOW FM TW LOCAT" OF NIROW3ffM N MON SH01RD NOT K 16CD N REC'a6MC/ LDUNMOrr LINES CINr. [ASU(M LL tALC RARDL 7 OUAFM A MSW ASSVHLD aMl MID OH 111E IM SMOIrN AS MSC IFAMO (I t1 WIN f1A01AQ • DEWTVNS / D AK ME AMP ON AKMNA. GLOOM v"T%LL DOW OF I/29. LOAE55 OTMEAR6E NOTED VrL. • NLLT I W"Il.ITE OF AUOORVARLN Nr. s.1fl. CLJL •OWN LDK fL(E CIO CmA]GTC ROC[ =AE - 1- - 20 --N DRANK Ch. M MNT Or CIRYAINZ OA% IT. • PmgT OF TANA,DCr QMCIED SY— N. NO+ PLDT PLAN 05-01-2016 770!-I3 L • sl 'ENcrN 'FORMBOARD FOUNDATION/ELEVS. 06-07-201E 515:.-ID LL - CN ONi BARING NORTH THIS OLRLDINO\PROPERTY DOES NOr LIE NTTHIN - S-11C'01 T;_,-. N R• ME OTADLISHEO TOO YEAR ROOD PLANE AS PER'FIRM• TO K.171 ZONE 1.MAP / 12117CWOD F (0I-20-07) L.S / a001 o• 03 UNIVERSAL yyUESo r rect o. 0110.1No: 9 0817.0000 ENGINEERING SCIENCES Report Date: 8/10/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • 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 5UES Technician: Sammie Edwards 200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 08/10/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2641 Green Swallow (Lot # 242) Material: Native Reference Datum: 0 = Bottom of Footing Tvae 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 per Field Moisture dot Soil Compaction I Native Depth inch) Pass or Fail 6 North Footing 0-1 ft 106.8 10.6 104.7 6.3 98 N/A Pas: 7 South Footing 1-2 ft 106.8 10.6 105.2 5.9 99 N/A Pas: 8 West Footing 1.2 ft 106.8 10.6 103.2 5.5 97 N/A Pas: 9 South West Corner of Pad (TOF) 1.2 ft 106.8 10.6 106.3 6.5 100 N/A Pas: 10 Center of Pad (TOF) 2-3 ft 106.8 10.6 104.9 4.5 98 N/A Pas: Remarks: TOF= Top Of Fill Tn nnln Ml nl. n m..1..n1 nm{nn/inn /n lln:. •n ie.nl n n/inn/n Il.n O..l.lin WWII n..n•n/.•nn oll mnnrin nm r..hmiHnrl n nnnriln nnnl n../hnn n l:nn q CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r• DOcllnl2n(ed Construction Value: S Job Address: f' I v Historic District: 'cs No [ Parcel 1_D: \ 1 Residential ErConlniercial Type of l ork: 1eNv © -addition :alteration Repair Demo Change of Lise Im e Plan Review Contact Person: Phone: Title: Fax: Entail: Property Owner Information NaS Q-J10 Street: City, State zip: Phone: Resident of property? : Contractor Information amell C ?ir t r— i( I II`'. l"(J !I'i i Phone: G: /% 4r.'1 i` I ! I Street: P V v / I Fax: l C?i r- t J 1 r i, Cih. State Zip:'1 l,` 1c 1 t- , t ( / i 1 St2te License _No Arch itect/Enaineer Information Strve(: Fax: Cite. St. Zip: E-mail: 13( 111 in,iCompany: NlUt•ir_:?u LCilClil': Cfdress: l, N AR'\'ING TO OWNER: YOUR 17AlLURE TO RECORD A NOTICE OF CO)IMENCEMENT MAY R-EXULT IN )'OL'I\, P. AVLNG TWICE FOIR IMPROVDIL•"NTS TO YOUR PROPERTY. A NOTICE OF CO)L IENCEMENT MUST BF RECORDED AND POSTED ON THE .10,t SITE LEFORE THE FIRST IN-SPECTION. IF YOU INTEND -1-0 OBTAIN FINANCING. CONSULT WITH YOUR I_LNDEI: OR AN ATTOI:NE1" BEFORE RECORDING VOUR NOTICEOF C0 I>11_ NCE I ENT. fi:3L'_ 1,) 6'LlIa:il a rm_it, ii' Cd is ,; 0:. '' 'I'+'! - -i ' ` - - _t. I". _.._ _._._ C::i ._ i.._1_._ I i:.. .::ai , .,. of t I._......._ .. .. ! _ ... .. C.' i:! C'c tiie-?ii:): [.? ';: :i.:..__.__ i i :a1 :.'.'::'i i2_iil?'!"• iO:iJa.i:..!:1 I L'n( I:I'ii:IC(I that :! sepal -au. I)crink rum b; sccured fur ekI cir:Ca1 f(!rt!:lCes. boilers. he :tells. I.Inks. al•,d :!ill conditi(priers. etc. 1 Ci' IQ . 3 S hall he !r!5cribcd iih the t:a:e ul' ap,)lica:!„n and tht: code in = " Edi:inn till-! Florida t:uildla, Cr,d_ NOTICE: In addition to the requirements of this permit. there nlay be additional restrictions applicable to this Propery that may betOLlndinthepublicrecordsofthisCOUnt\% and there may be additional per -mats required E-orn oih'r go\•enirn;cnta! entities Such L Water management districts, State agencies, or federal agencies. Accevmllce of permit is Verification that I will notify the o\\ ner of the propetz\• of 6.z requireimnits of Florid:! Lien Lain. FS 71=. The Cit\' of Sanford requires pivmem of a plan re\ icw fee a[ the ti:ne of permit Submt[tal. A copy of the eXecuted contract is re ;uir- i n order to calculate a plan reVie:V charge and \\ ill be considered the estimated construction Value or the Job at the time of subrlittal. The actual constriction Value will be fi_eurtd based on the current ICC Valuation Table in cffect at the time the permit is issued. in accordance \\'iih local ordinance. Should Calcula[ed charges fieurd ofi the execL:i'd cotiir3C[ e\C'ed [ile at'ilsl COtl:fi.!CiiJtl \'a1!le. credit \1'!ll be applied to your p:rnLi fees when the perm t= is4znej. OWNER'S AFFIDAVIT: I certify that all of the foreuuin; information is accurate and that all work «'ill be done in compliance with all applicable laws regulating construction LuA_7zu n_. r:n:4•,x:• 4_e:,:'c \ant Dwnei/AcTz-ni is Persona li: Kno-,vn io \I: or PrJduced ID Type of ID s: zn_. _ P.rSGIi t0 \le Qr Prod'-ced ID Type of fD BELOW`' IS FOR OFFICE USE O\LY Pet mii s Required: Buildinq IJ El:_.i"teal N'lechanical Fl!!!'i i'14' Construction Type: Occupancy Use: Total Scl Ft of Bldg: \lin. Occupai10• Load: evv Construction: EI(?ctric - - of:rips 1--ire Sprinkler Permit: Yes o - gI_II_^,_ Ga: Ro ` Flood Zone: of Stories: Plumbing - - of FISC[tl'e; Fire Alart.1 fern:it: )"e; \, 011ROV.-U.S: ZOXING: L:TILITIES: WASTE' %VA T Er : ENG!NEERIXG: FP_E: BUILDING: COI\II=\TS: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ` J LN Documented Construction Value: $ 6148.00 Job Address: 2641 Green Swallow Way Historic District: Yes No Parcel l[D: 17-20-31-502-0000-2420 WYNDHAM PRESERVE Lot 242 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 4-ton HVAC system 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 Phone: 407-529-3000 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 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 52792 - State License No.: CAC032444 ArchitectlEngineer 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: 51h 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 forehoing information is accurate and that all work will be done in compliance with all applicable laws regulati g 96nstructipn and zoning. P Je 09/25/2018 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Kevin Stine Print Con actor/Agent's Name Signature-f4to KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Contractor/A e t s Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application aZ"" YI 6 Keeo W-weczrw-- /g . a16 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, 15lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://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, 2 - Timothy Fnith 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: C Permit #: g, 2 u65 Job Information Builder: t j I vh Community: Lot: ZL''L Address: ( A\ Unit: City: , State: Zip: 91"Z71 5 Air Leakage Test ResU Its 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. PERFORMANCE 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 Calc (Performance) or R406-2017 (ERI): = tikc)X 60 _ IUSA = • o Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans 19 PASS (Mechanical Ventilation is not required) ® Code 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 parry 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.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: `\ Printed Name of Tester. AusW_`Blarikenship License/Certification #: J87RSA 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 #: o Job Information BuilderIK S N Jkov,"C% Community: I , Lot: 2yZ Address: 26{I (,f llu,, J- Unit: City: 7" ` i State: Zip: 2 7 7 j Duct Leakage Test Results System 1 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,) [:]NO (1,03) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405- 2017 (Energy Colc) or R406-2017 (Energy Calc) or R405-2017 PASS Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 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 corn Hance method selected above. 4 SignatureofTester: Date of Test: 2 5, 7 01 c Printed Name of Tester: Austin Blankenship License/ Certification #: J87RSA Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached) LL 1= W z N W ce Certificate of Achievement THIS ACKNOWLEDGES THAT Austin Blankenship HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # J87RSA Certification Date: 05/07/2018 Certification Expires: 05/07/2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)