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3932 Loon Ln - 18-1920; NEW SFH(a)Pp3F6Rp., QS r • no OFLORIDT Issue Date Building & Fire Prevention Division P.O. Box 1788 Sanford, FL 32772-1788 CERTIFICATE OF OCCUPANCY Parcel Number Property Address Subdivision Name Legal Description Owner Contractor Application Number Description of Work Construction Type Occupancy Type Flood Zone Approved PERMANENT January 22, 2019 17-20-31-502-0000-0890 3932 LOON LN SANFORD , FL 32773 PARK SQUARE HOMES PARK SQUARE HOMES BR18-001920 BLDG PERMIT - NEW CONST/ALTER BUILDING OFFICIAL VOID UNLESS SIGNED BY THE BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with the 5th Edition Florida Building Code 2014 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida Statute 489.103; refer to the state statute regarding limitations on renting, lease or sale of this property. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: May 07, 2018 BUILDING APPLICATION #: 18-10000433 BUILDING PERMIT NUMBER: 18-10000433 UNIT ADDRESS: LOON LANE 3932 17-20-31-502-0000-0890 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES LLC ADDRESS: 5200 VINELAND RD STE 100 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3932 LOON LANE / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single SCHOOLS Family Housingg 54.00 Single Family CO -WIDE ORD Housing 9,000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit AMOUNT DUE 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. 705.00 00 00 54.00 91000.00 00 00 00 9,759.00 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 Parcel ID Number: 17-20-31-502-0000-04M 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, F132811 NOTICE OF COMMENCEMENT. State of Florida. QQ County of Seminole. Permit Number: 1•4 T h!fil_O'i= fll`•NINOLE %:OUN Y E Rtl 0 T ._IRC'_.i.", COURT ':Ui`{!`"ffi i.i.E t BK 515.E P 1-8 C 1E•:ss CLERK'S g 2010.068016 OR, _./l. tr;,iii1RE R.EC:OR51N1:< <EE S gs13i rui RECORDED BY tsm i r.h The undersigned hereby gives notice that improvements will be made to certliin real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT U / Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-1102, of the public records of Seminole County, Florida. Address : z?(?'3,Z7 boo / , Sanford F132773 General Description of Improvements: 3. Owner Information : Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address: Name Address Telephone 6. Surety: N.A. 7. Lender: New Single Family Home Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, 17132811 407) 529-3000 N.A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 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 NOTICE OF COMMENCEMENT. 11. Date Signed: Signature of Owner's Agent: — // Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public 0•Q' 1yFF 9 Daphne Clark oLONs' My commission expires: 6/27/19 4 Serial No. FF209108 Notary'Signature: Not OW date " 9)1/ CITY OF FORiOAlitBuilding & Fire Prevention DivisionNT , RJPERMITAPPLICATIONFIRE DEPARTMENT( y` " , yApplicationNo: a, Documented Construction Value: $ Job Address: 39 31 L ooh Ld Historic District: Yes Nov Parcel ID: 17-20-31-502-0000- 070f 0 Residential Commercial Type of Work: New Addition[] Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 1cf 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: Street: City, St, Zip: _ Orlando FL 32811 State License No.: CRC1330351 Architect/ Engineer Information Phone: Fax: E- mail: Bonding Company: N/A Address: Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 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: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 4''Ss'Y'wj"'^—'I 4PI0U,_MBfiN TYiJH'4.b. jti J§gRMiITsS Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1- V Z ,d Signature of Owner/Agent ate VISHAAL S GUPTA Print Owner/Agent's Nam Signature of t tate of Florida D e Za YXL::—_ L Zd F Signature of Contractor/Agent 15die VISHAAL S GUPTA Print Contractor/Agent's Name 1,601— /- a f Sign ur o ary-State of Florida Date Y °6 D. A CUM AP ; Pu D. & CLM M My COMMISSION # FF 209108 * MY COMMISSION # FF 209108x EXPIRES: June 27, 2019 s EXPIRES: June 27, 2019 o` B gum Notary Servrces r oR n\aT Bonded Thru Budget Notary Serrices Owner/Agent is YES Personally ; to "e or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building o Electrical [ Mechanical Plumbing Gas[] Roof Construction Type: V-P Occupancy Use: 23 Flood Zone: Y - 5 EE AicA&EP Total Sq Ft of Bldg: Z'j5 (P Min. Occupancy Load: `A # of Stories: New Construction: Electric - # of Amps 1[5 Plumbing - # of Fixtures ( Fire Sprinkler Permit: Yes No [ir # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: mTG 4-'50 A FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 3-7. b '/o ,r,-,p, Iqe(, i O 1(-C, Ct_ Fire Alarm Permit: Yes No [!5 WASTE WATER: BUILDING: ;F i-Z'13 Revised: January 1, 2018 Permit Application CITY OF r;; Building & Fire Prevention Division sN.. Sk 40Rem) °' $ PERMIT APPLICA TION FIRE DEPARTMENT ApplicationA o: i y— IppN. Documented Construction Value: $ 16-7 00 Job Address: 39 i L 00e) Ld Historic District: Yes No Parcel ID: 17-20-31-502-0000- 07cf 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # 7cf Plan Review Contact Person: Daphne Clark Phone:407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR` PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A& 12 Signature of Owner/Agent at? d VISHAAL S GUPTA Print Owner/AgeZNam' 2,0 Signature of - tate of Florida D e Y,4 Lll2 61 6' Signature of Contractor/Agent to—T VISHAAL S GUPTA Print Contractor/Agent's Name Sign ur otary-State of Florida Date Y P B N At v Y Pp . fit ' •. 'Y D. A. wlrN 4 •• ' * MY OMISSION F 2N108 * * MY COMMISSION # FF 2D9108 EXPIRES: June 27, 2019 EXPIRES: June 27, 2019 oe r4 or n\oc Bonded Thru Budget Notary SemitesBdThtuBudgetNotaryServkesOwner/Agent is YES Personally N;; to ° e or Contractor/Agent is YES Personally Known to Me or Produced ID N/A 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures_ Fire Alarm Permit: Yes No UTILITIES: WASTEWATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 3932 Loon Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0990 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: FE-1 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) K ,F OFFICIAL USE ONLYT Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1920 Reviewed by: Michael Cash, CFM Date: April 30, 2018 CITY of Application for Right -of -Way S ORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: 3982 L ooi7 LN Aerial Installation Directional Bore Jack & Bore Underground Utilities Small Cell/Wireless Other (describe): Roadway open cut -single lane Roadway open cut —multi lane Co -location New pole 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) (New) This Application is subm' ed b Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: 4 Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the following email address: michael.cashC@sanfordfl.gov I have read and undowstMd the Oove statement and by signing this application I agree to its terms. Signature: Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Fee: Date: Date: Date: Date: 4--3o •-?o1R Date: DATE: ( TJFXi19 • •'" I HEREBY NAME AND APPOINT: Alison Perrotti, Anthony Perrotti, Janey Jahner, Allan Jahner, Gustav Botes, KarenMcAdams, EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 71 SUBDIVISION: W110614, 1 1 <oseYyk ADDRESS: 3 931 L deb„ _ L/V PARCEL ID: 17-2 0-31- SQZ 40dd— oy)or AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF COTRACTOR.) J SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acl owledgedl re me this DATE: 2 0 BY: VISHAAL S GUPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: D.A.Clark My Commission # FF209108 My Commission Expires 6127/19 NOTARY: SIGNATURE OF NOTARY: r 5 AN,N 0 SCPA Parcel View: 17-20-31-502-0000-0890 http://parceldetai l.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315020... F CIA Property Record CardrpParcel: 17-20-31-502-0000-0890 SCM3NOW COUNTY, FLE F1 MA Property Address: 3932 LOON LN SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-502-0000-0890 Owner BRISSON INV LLC Property Address 3932 LOON LN SANFORD, FL 32773 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 bd, Subdivision N.. WYNDHAM PRESERVE Tax District SI-SANFORD DOR Use Code 00-VACANT RESIDENTIAL 7: CX1-Pt1O1S 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 7 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 1 $51,000 14,000 Land Value Ag JusttMarket Value $51,000 14,000 Portability Adj Save Our Homes Adj $0 i $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 I 1 12 a fi 1 Seminole County GI Legal Description LOT 89 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value I Exempt Values I Taxable Value County General Fund 51,000 0 51,000 Schools 51,000 0 51,000 City Sanford 51,000 0 1 51,000 SJWM(Saint Johns Water Management) 51,000 0 1: 51,000 County Bonds 51,000 0 51,000 Sales Description I Date Book Page --Arn.unt QualifiedVac/Imp No Sales r Find Comparable JSales Land Method Frontage Depth Units Units Price Land Value LOT 1 $51,000.00 1 $51.000 Building Information Permits Permit # AgencyTDe Amount CO Date Permit Date 1 of 2 3/28/2018, 6:53 PM FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 089 Margate II C LHG - W Builder Name: Park Square Homes BUILD/L Street: 3932 Loon Lane Permit Office: Cit of Sanford City, State, Zip: Sanford , FL , Permit Number: 1 8 - 19 20 S4 Owner: Park Square Homes Jurisdiction: 691500 O RD Design Location: FL, Orlando County:: Seminole (Florida Climate Zone A 2 qR 0 1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 ft2 b. Frame - Wood, Adjacent R=11.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1966.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area above grade (ft2) 1966 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(226.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 393.2 a. U-Factor: Dbl, U=0.55 114.69 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 15.33 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.481 ft. Area Weighted Average SHGC: 0.235 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1966.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 55.48 Glass/Floor Area: 0.115 CCPASSTotalBaselineLoads: 57.78 1 7.7 1 hereby certify that the plans and specifications covered by Review of the plans and FIKE S'74 J this calculation are in compliance with the Florida Energy specifications covered by this ti© O Code. Digitally signed by Rafael calculation indicates compliance Rafael lzquierdo lzgaierdo with the Florida Energy Code. F- ,r„3,`' Date: 2018:04.11 09:14:45-04'00' PREPARED BY: Before construction is completed DATE: 0 this building will be inspected for compliance with Section 553.908 0 ; I y I hereby certify that this building, as designed, is in compliance FloridattStStatutes. 1 CODwiththeFloridaEnergyCode. WE OWNER/AGENT: BUILDING OFFICIAL: DATE. o 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. 4/11/2018 9:09 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FnPNA RAnr,-7nl7 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 089 Margate II C LHG - W Bedrooms: 3 User Conditioned Area: 1966 Park Square Homes Total Stories: 1 1 Worst Case: No Park Square Homes Rotate Angle: 0 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot Information Lot # 89 Block/Subdivision: WP PlatBook: Street: 3932 Loon Lane County: Seminole City, State, Zip: Sanford , FL , CLIMATE v Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1966 18283.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1966 18283.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab On -Grade Edge Insulatio Main 171 ft 0 1966 ft2 0.29 0 0.71 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2199 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1966 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1966 ft2 0.1 Wood 4/11/2018 9:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below nt To Wall Type p-Value FtInFt In Area 6--Value-F-action-Absor_-Grade 1 N Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 ftz 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 40 0 9, 4 373.3 ftz 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ftz 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ftz 0 01 0.8 0 5 - Garage Frame - Wood Main 11 29 0 9 4 270.7 ftz 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 39 3 8 24 ftz 2 Wood Main None 39 2 8 6 8 17.8 ftz WINDOWS Orientation shown is the entered, Proposed orientation. V 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 0.55 0.22 N 32.9 ftz 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.54 0.25 N 6.0 ftz 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 e 2 Metal Low-E Double Yes 0.55 0.22 N 32.7 ftz 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 e 2 Metal Low-E Double Yes 0.58 0.25 N 96.0 ftz 6 ft 0 in 1 ft 4 in None None 5 s 3 Metal Low-E Double Yes 0.55 0.22 N 32.7 ftz 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 w 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ftz 9 ft 8 in 4 ft 0 in None None 7 W 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ftz 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ftz 393 ftz 58 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2133.1 117.1 220.23 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1 4/ 11 /2018 9:09 AM EnergyGauge@ USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 Cr)QKA nnr,-Oni7 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ff2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 393.2 ft Main 98.3 ftz Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ Jan [ jFeb Mar A r Ma Jun Jul Auge Oct j jNov Dec HeatinIX Jan lX] Feb lXl Mar f Apr f MaY Jun Jul XjAu Sep Oct Nov Dec Ventin [ Jan [ ] Feb X] Mar A r Ma Jun [ Jul Aug Se X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/ 11/2018 9:09 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3932 Loon Lane Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall 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 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakage W indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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. 4/11/2018 9:09 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 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 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/11 /2018 9:09 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 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. 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 4/11/2018 9:09 AM EnergyGaugeO 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: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/11/2018 9:09 AM EnergyGaugeO 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 (Mandator%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. 4/11/2018 9:09 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 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=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3932 Loon Lane, Sanford, FL, New (From Plans) 9. Wall Types a. Concrete Block - Int Insul, Exterior Single-family b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1966 b. N/A c. N/A Area 11. Ducts 114.69 ft2 a. Sup: Attic, Ret: Main, AH: Main 96.00 ft2 12. Cooling systems 15.33 ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 3.481 ft. 0.235 Area 14. Hot water systems 1966.00 ft2 a. Electric ft2 b. Conservation features 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. Otherwise, a new EPL Display Card will be completed based on installed Code complian atures. Builder Signature: / Date: Address of New Home: 393Z ZJrok > / City/FL Zip: iTOA f®Vd f L, 3,073 Insulation Area R=4.1 1596.00 ft2 R=11.0 270.67 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1966.00 ft2 R= ft2 R= ft2 R ft2 6 393.2 kBtu/hr Efficiency 28.6 SEER:16.00 kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat 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. 4/11 /2018 9:09 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 089 Margate II C LHG - W Builder Name: Park Square Homes Street: 3932 Loon Lane Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes 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 attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per 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 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall P.YtP.nrJ behind p'p'no and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fare sprinkler cover nlates and walls or ce0fincls. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/11/2018 9:09 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoW Project Summary Entire House One Stop Cooling and Heating Job: Lot 089 Margate II C LHG Date: 10/12/2017 By: MC/LM/BP 7225 San dscove Curt, Sute 1, W inter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg.com License: CAC032444 0510 9 For: Park Square Homes 3932 Loon Lane, Sanford, FL Notes: f. Deli n n .orma on Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 IF Outside db 93 IF Inside db 68 OF Inside db 75 IF Design TD 24 IF Design TD 18 IF Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16894 Btuh Structure 17739 Btuh Ducts 3418 Btuh Ducts 3996 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 20312 Btuh Use manufacturer's data n Rate/swin multipplier 0.98 Infiltration Equipmensensibleload 21213 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2267 Btuh Ducts 857 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) 3124 BtuhArea (ft2) 1973 1973 Equipment latent load Volume (ft3) 18347 18347 Air char 0.26 0.14 Equipment Total Load (Sen+Lat) 24337 Btuh jes/hour Equiv. AF (cfm) 80 43 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR603OH1 Cond 4TWR603OH1 AHRI ref 7562380 Coil TEM6AOB3OH21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 21450 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 27 OF Total cooling 28600 Btuh Actual airflow 953 cfm Actual airflow 953 cfm Airflowfactor 0.047 cfm/Btuh Air flow factor 0.044 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 = 36 OF Backup: n/a n/a Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wr1Uhtsoft- 2018-Apr-1108:53:17 m , Right-Srite@Uriversal20l8l8.0.11 RSU16202 Pagel c anJ EPL Temp\Lot 089 Margate 11 C LHG - W.rnp Calc = MJ8 House faces: W wrightsoft' Right-M Worksheet Job: Lot 089 Margate If C LHG - W Entire House Date: 10/12/2017 By: MC/LM/BP One Stop Cooling and Heating 7225 Sandscove Court, Sute 1, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name Entire House WED 2 Exposed wall 171.0 It 22.0 ft 3 Room height 9.3 It d 9.3 ft heaU000l 4 Room dimensions 1.0 x 225.9 It 5 Room area 1972.8 ft2 225.9 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btu"2-OF) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.40 2 85 . 460 422 1435 1203 0 0 0 0 4A5-2om 0.550 n 13.09 1317 33 0 428 431 0 0 0 0 4B5-2hn 0,540 n 12.85 s 13 47 6-_ 0 77 81 0 0 0' 0' 13A 4ocs 0.143 e 3.40 2.85 372 243 828 694 149 116 395 331 11 4A5-2om 0.550 e 13.09 28.10 33 0 428 918 33 0 428 918 II 4A5-2omd 0.580 a 13.80 25.58 96 44 1325 2456 0 0 0 0 N/ 13A-4ocs 0.143 s ; 3.40 2.85 558 525 1788 1499 56 56 190 159 IG 4A5 2om 0.550 s 13.09 13.45 33 25 428 440 0 0 0' 0 4ocs 0.143 w 3.40 2.85 200 150 511 429 0 0 0 0 4A5-2om 0.540 w 12.85 24.01 9 5 120 224 0 0 0 01513A4A5-2om 0.550 w 13.09 28.10 16 0 214 459 0 0 0 0 D 11 DO 0.390 w 9.28 12.15 24 24 223 292 0 0 0 0 P - 12C-0sw 910.091 2.17 1.48 2707 252 545 s " 372 0 0 0 P: LLD 11 DO 0.390 n 2.17 9.28 12.15 217 0 0 0, 0 C 166-30ad 0 1.75 191873 1978 1166502 3450 226 226 172 395 F 22A 1,180 28.08 0.00 1973 171 4802 0 226 22 618 0 6 c) AED excursion 0 123 Envelope loss/gain 14821 13164 1803 1927 12 a) Infiltration 2073 825 267 106 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 2 460 Appliancestother 2600 0 Subtotal (lines 6 to 13) 16894 17739 2069 2493 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisi ibution 0 0 0 0 14 Subtotal 16894 17739 2069 2493 15 Duct loads 20 % 23% 3418 3996 20 % 23%1 419 562 ITTotal room load 20312 21735 2488 3055 Air required (Cfm) 953 953 117 134 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. w.i wrigl tsoft' 2018-Apr-1108:53:17 Right-SuteOUniversal 2018 18.0.11 RSU16202 Page 1 4G P.... c and EPL Temp\Lot 089 Margate 11 C LHG - W.rup Calc = NU8 Horse faces: W g TF wrightsoft'N Right-JO Worksheet Job: Lot089 Margate 11 C LHG - W Date: 10/12/2017 Entire House MC/LM/BPBy: C/LBP One Stop Cooling and Heating 7225 Sandscove Court, Sute 1, Wirder Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCooling.com Licerse: CA0032444 1 Room name MVVICI MC 2 Exposed wall 12.5 It 3.5 It 3 Room height 9.3 It heat/cool 9.3 ft heaV000l 4 5 Room dimensions Room area 6.0 x 6.5 ft 39.0 ft' 6.0 x 3.5 ft 21.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N P/S Heat Cool 6 yJ 13A-4ocs 0.143 n 3.40 2.85 60 60 206 172 33 33 111 93 4A5 tom 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 II_GG 1135-2frn 0.540 n 12.85 13.47 0 0 0 0- 0 0 0 0 yyyJJJ 13A-4ocs 0.143 e 3.40 2.85 56 56 190 159 0 0 0 0 11 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 IA5- 2omd 0.580 e 13.80 25.58 0 0 0 0 0 0 0 0 Vy 3A 4ocs 0.143 s. 3.40 2.85 0 0 0 0 0 0 0 0 G 1A5 2om ` 0,550 s_ 13.09 3. 40 13. 45 0 0 0 0 0 0 0 0' 0. 143 w 2.85 0 0 0 0 0 0 0 0 TE; 13A- 4ocs 4A5- 2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 D 11 DO 0.390 w 9.28 12.15 0 0 0 0 0 0 0 0 P 12C Osw 0.091 2.17 1.48 0 0 0 0 0= 0 0 0 L-- D 11 DO 0.390 n 9.28 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 39 39 30 68 21 21 16 37 F MA cpm 1.180 28.08 0.00 39 13 351 0 21 4 98 0 6 c) AED excursion 15 5 Envelope loss/gain 776 385 225 125 12 a) Infiltration 152 60 42 17 b) Room ventilation 0 0 0 0 13 Internal gains: Oowpants@ 230 0 0 0 0 Applianoes/ other 0 0 Subtotal ( lines 6 to 13) 928 445 267 142 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redishibution 0 0 0 0 14 Subtotal 928 445 267 142 15 Dud loads 20 % 23 % 188 100 20 % 23 % 54 32 Total room load 1116 545 322 174 Air required (dm) 52 24 15 8 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. rij-- wrlghtsoftT 2018-Apr-11 08:53:17 Righ- SuiteOUriversal 2018 18.0.11 RSU16202 Paget c and EPL Templot089 Margate 11 C LHG - W.r p Calc= WS Horse faces: W r- wrightsoft" Right-M Worksheet Job: Lot 2/2 Margate II C LHG- W 017 Entire House Bate: MC/L /BPBy: MC/l1N/BP One Stop Cooling and Heating 7225 Sandsoove Court, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CAC032444 1 Room name MBTH MWIC2 2 Exposed wall 9.0 ft 0 ft 3 Room height 9.3 ft heaU000l 9.3 ft heat/000l 4 Room dimensons 1.0 x 101.4 ft 1.0 x 40.5 ft 5 Room area 101.4 ft' 40.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh4tz0F) Btuh/ftz) or perimeter ft) Btuh) I or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj 13A-4ocs 0.143 n 3.40 2.85 84 78 264 222 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 G- G 4B5 2fm 0.540 n 12.85 13.47 6 0 77 Al 0 0 0 13A-flocs 0.143 a 3.40 2.85 0 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5-2omd 0.580 a 13.80 25.58 0 0 0 0 0 0 0 0 UJ 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 L- G 4A5 2om 0.550 s 13.09 13.45 - 0 0 0 0 0_ 0 0- 0 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 T513A- 4ocs 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 11D0 0.390 9.28 12.15 0 0 0 0 0 0 0 0 PI 12C-Osw w 0.091 : 2.17 1.48 0 0 0 0 0 0 0 0 L) 11DO 0.390 n:.: 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 101 101 77 177 41 41 31 71 F 122A cpm 1.180 28.08 0.00 101 9 253 0 41 0 0 0 6 c) AED excurson 17 2 Envelope loss/gain 672 463 31 69 12 a) Infiltration 109 43 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 0 0 0 0 Appliancestother 0 1 10 Subtotal (lines 6 to 13) 781 506 31 69 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 781 506 31 69 15 Ductloads 20 % 23 % 1 b8l 114 20 / 23 % 6 15 Total room load 939 620 37 84 Air required (ctm) 44 27 2 4 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. P- wrightsoft' 2018-Apr-1108:53:17 Right- Sute6Uriversal201818.0.11 RSU16202 Page3 ACP....c and EPL Temp\Lot 089 Margate 11 C LHG - W.ru p Calc = MJ8 House faces: W wrightsoft" Right-M Worksheet Job: Lot 089 Margate II C LHG- W rf- Entire House Date: 10/12/2017 By: MC/LM/BP One Stop Cooling and Heating 7225 Sandscove Court, Sule 1, Wirier Park, FL 32792 PhDre: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCooling.00m License: CAC032444 1 Room name FAM CAFE 2 Exposed wall 33.5 it 9.5 It 3 Room height 9.3 ft heat/000l 9.3 It heat/000l 4 Room dimensions 1.0 x 293.0 It 18.0 x 9.5 ft 5 Room area 293.0 ft' 171.0 f12 Ty Construction U-value Cr HTM Area (fF) Load Area OF) Load number Btuh/ftzT) BtuM2) or perimeter ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0II-_GG 4135-2frn 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 13A-40cs 0.143 e 3AO 2.85 167 71 243 204 0 0 0 0 11 G 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 I :G 4A5-2omd 0.580 e 13.80 25.58 96 44 1325 0 0 0 0 13A 4ocs 0.143 s 3.40 2.85 144 144 491 2456 411 88 56 189 159 t-G 4A5 2om 0.550 s 13.09 13.45 0 0 0 0 33 25 428 440 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 TE; 13A-40cs 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 D 11 DO 0.390 w 928 12.15 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.76 1.75 293 293 223 512 171 171 130 299 F 22Acpm 1,180 28.08 0.00 293 34 941 0 171 10 267 0 6 c) AED excursion 152 14 Emelopelose/gain 3223 3431 1014 884 12 a) Infiltration 406 162 115 46 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 900 0' Subtotal (lines 6to 13) 3629 4493 1129 930 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3629 4493 1129 930 15 Dud loads 20 % 23 % 734 1012 201/ 23 % 229 209 Total room load 4363 5505 1358 1139 Air required (cfm) 205 241 64 50 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2018-Apr-11 08:53:17 Rig ht-SulegUriversa1201818.0.11 RSU16202 Page4GP. _. c and EPL Temp\Lot 089 Margate 11 C LHG - W.rLp Calc = W8 House faces: W wrightsoft• Right-M Worksheet Job: Lot 089 Margate II C LHG- W Entire House Date: 10/12/2017 By: MC/LM/BP One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAG032444 1 Room name BTH2 WIC3 2 E)posed wall O ft O ft 3 Room height 9.3 ft heaU000l 9.3 ft heaU000l 4 Room dimensions 1.0 x 59.3 ft 4.0 x 6.0 ft 5 Room area 59.3 I`F 24.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area OF) Load number Btuh/ t2--°F) Btuh/fi2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 J 13A-4ors 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 G 4B5-2fm 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 13A- 4o s 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0 11 G 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 L- G 4A5-2omd 0.580 a 13.80 25.58 0 0 0 0 0 0 0 0 13A- 4as 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 4A5 tom 0.550 s r 13.09 13.45 0, 0 0 0 0 0 13A- flocs 0.143 w3.40 2.85 0 0 0 0 0 0 0 0 TED 4A5-tom 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5- tom 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 11DO 0.390 w 928 12.15 0 0 0 0 0 0 0 0 P 12C Osw 0;091 2.17 1.48 '' 0- 0 0 0 0 0 0 0 L-D 11D0 0:390 n I 928 12.15 0 0 0 0 0 O i 0 0' C 1613-30ad 0.032 0.76 1.75 59 59 45 104 24 24 18 42 F 22A-cpm 1.180 28.08 0.00 : 59 0, 0 0 24 0 0 0 6 c) AED excursion 3 1 Envelope loss/gain 45 100 18 41 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances bther 0 10 Subtotal ( lines 6 to 13) 45 100 18 41 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 11 24 0 0 14 Subtotal 56 124 18 41 15 Duct loads 20 % 23 % 11 28 20 % 23 % 4 9 Total room load 67 152 22 50 Air required (dm) 3 7 1 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. PW wrightsotFt•° 2018-Apr-11 08:53:17 AG ti Right - Suite® Uriversa1201818.0.11 RSU16202 Page card EPL Temp Lot 089 Margate 11 C LHG - Krup Calc = MJ8 Horse faces: W wrightsoft, Right-JO Worksheet Job: Lot 089 Margate II C LHG - W TT Entire House Date: 10/12/2017 By: MC/LM/BP One Stop Cooling and Heating 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.corn License: CAC032444 1 Room name BED3 KIT 2 Exposed wall 12.0 It 11.5 ft 3 Room height 9.3 ft heat/000l 9.3 ft heaticool 4 Room dimensions 1.0 x 157.0 It 1.0 x 208.8 ft 5 Room area 157.0 IF 208.8 fF Ty Construction U-value Or HTM Area (112) Load Area (ft2) Load number BtuhRtz°F`) Btuh/ftz) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 13A-4ocs 0.143 n 3.40 2.85 112 95 324 272 0 0 0 0 IL---GG 4A5-2om 0.550 n 13.09 13.17 16 0 214 215 0 0 0 0 4B5-2fm 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0 11 G-G 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 L-G 4A5 2omd 0.580 a 13.80 25.58 0 0 0 0_ 0. 0 0 0 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 107 107 MA 305t-G 4A5-2om r 0.550 s 13.09 13.45 9 0 0 0 0. 0 0 0 13A-flocs 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0TED4A5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 11 DO 0.390 w 928 12.15 0 0 0 0 0 0 0 0 P 12C Osw 0.091 2.17 1.48 0 O 0 0 0 0 0 0 1 D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 157 157 120 275 209 209 159 365 F 22A cpm 1.180 28.08 0.00 157 12 337 0 209 12 323 0 6 c) AED excursion 34 63 Envelope loss/gain 995 727 846 607 12 a) Infiltration 145 58 139 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Applianoes/other 0 1200 Subtotal (lines 6 to 13) 1140 1015 985 1863 Less exlernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 15 277 327 14 Subtotal 1147 1030 1262 2190 15 Dud loads 20 % 23% 232 232 20 % 23 % 255 493 Total rooin load 1379 1262 1518 2683 Air required (dm) 65 55 71 118 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r'ra- wrigtitsoft^' 2018-Apr-1108:53:17 Right-SuleOUniversal 201818.0.11 RSU16202 Page 4GP....c and EPL Temp\Lot 089 Margate 11 C LHG - W.rup Calc = W8 House faces: W rFr wrightsoft- Right-M Worksheet Date: 10toss Margate n c uiG-w Date: 0/12/2017EntireHouse By: MC/lsll/BP One Stop Cooling and Heating 7225 Sandscove Cart, Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCooling.com Licerse: CAC032444 1 Room name BED2 2 Exposed wall 13.5 ft 0 It 3 Room height 9.3 It heaV000l 9.3 It heaV000l 4 Room dimensions 1.0 x 169.5 ft 3.5 x 3.5 It 5 Room area 169.5 IF 12.3 fI2 Ty Construction U-value Or HTM Area (ftz) Load Area (ft) Load number BWhRt-°F) Btuh/t2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vr/ 13A flocs 0143 n 3.40 2.85 126 109 372 312 0 0 0 4A572om 0.550 n 13.09 13.17 16 0 214 215 0 0 0 0 l_CG 4B5-2fin 0.540 n 12,85 13.47 0 0 0 0 0 0 I 0 0 13A- 4A5- I Vu-- GG 4A5-2omd 0580 e 13.80 25.58 0 0 0 0 0 0 0 0' 13A-flocs 0143 s 3.40 2.85 0 0 0 0 0 0 0 0 I 4A5 2om 0.550 s 13.09 13.45 9 0 0 0 . 0 0 0 0 13A-4o- 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 D 11DO 0.390 w 928 12.15 0 0 0 0 0 0 0 0 P 12C Osw 0.091. 2.17 1.48 ^, 135 135 292 199 0 0 0 0' L-D 11'DO . 0.390 n_ 928 12.15 -:. 0 0 0 0 0_ 0 0 0 C 166-30ad 0.032 0.76 1.75 170 170 129 296 12 12 9 21 F 22A-cpm 1,180 28.08 0.00 < 170 14 s370 0 12 0 0 0 6 c) AED excursion 43 1 Envelope lossIgain 1386 980 9 21 12 a) Infiltration 164 65 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1550 1275 9 21 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 183 249 9 21 14 Subtotal 1733 1524 0 0 15 Dud loads 20 % 23 % 351 343 20 % 23 % 0 0 Total room load 2083 1867 0 0 Air required (dm) 98 82 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. L -ri-1- w !PnTso14t 2018-Apr-11 08:53:17 Riglt-Sute9Uriversa1201818.0.11 RSU16202 Page74CA ... c and EPL TempTot 089 Margate 11 C LHG - W.rrp Calc = W8 House faces: W MLwrightsoft" Right-J® Worksheet Job: Lot089 Margate II C LHG-W 017 Entire House Date: MC/L /BPBy: MC/llul/BP One Stop Cooling and Heating 7225 Sardscove Court, Suite 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com License: CAC032444 1 Room name H1 PAN 2 Exposed wall O ft O ft 3 Room height 9.3 ft heat/cool 9.3 ft heaV000l 4 Room dimensions 1.0 x 49.8 ft 1.0 x 20.5 ft 5 Room area 49.8 IF 20.5 112 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 13A-4as 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 L-- G G 4135 2tm 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 as13A-4 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0 11 G 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 LLL 4A5-2omd 0.580 a 13BO 25.58 0 0 0 0 0 0 0 0 13A 4ors 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 4A5 2om 0.550 s: 13.09 13.45 0 0 0 0 0 0 0 0 VVV1 13A-4ocs 0.143 w 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 D 11 DO 0.390 w 928 12.15 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.17 1.48 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 50 50 38 87 21 21 16 36 F 22A-cprn - 1.180 28.08 0.00 50 0 0 0 21 0 0 0 6 c) AED excursion 3 1 Envelope loss/gain 38 84 16 35 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 38 84 16 35 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 38 84 293 317 14 Subtotal 0 0 309 352 15 Dud loads 20 % 23 % 0 0 209/6 23 % 62 79 Total room load 0 0 371 431 Air required (dm) 0 D 17 19 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wr ig1 tsoYt" 2018-Apr-11 08:53:17 Right-Sute®Universal 201818.0.11 RSU16202 Page card EPL Temp\Lot 089 Margate 11 C LHG - W.rrp Calc = MJ8 House faces: W A-- wrightsoft- Right-JO Worksheet Job: Lot 089 Margate II C LHG - W Entire House Date: 10/12/2017 One Stop Cooling and Heating By: MC/LM/BP 7225 Sandscove Court, Suite 1, Winder Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name DROP FOY 2 Exposed wall 0 ft 6.5 It 3 Room height 9.3 ft heat/000l 9.3 It heat/cool 4 Room dimensions 1.0 x 36.3 ft 1.0 x 90.0 It 5 Room area 36.3 ft' 90.0 iR Ty Construction U-value Or HTM Area (if) Load Area (ft2) Load number Btuh/ft2-°F) Btuh4I2) or perimeter ft) B1uh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0- 0'0 G 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 L-G 4B5 2Im 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 4A5-2omd 0.580 a 13.80 25.58 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 G 4A5 tom 0!550 s 13.09 13.45 A 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.40 2.85 0 0 0 0 60 27 92 77 TA, 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 9 5 120 224 4A5-2om 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 11D0 0.390 w 9.28 12.15 0 0 0 0 24 24 223 292 P 12C-Osw 0.091 2.17 1;48 ' 37 19 42 29 98 98 211 144' D 11DO f 0:390 n 928 12.15 18 18 166 217 0 i 0 0' 0 C 1613-30ad 0.032 0.76 1.75 36 36 28 63 90 90 69 157 F 22A-cpm 1180 28.08 0.00 ". 36 0 0 0 90 7 1183 0 6 c) AED excursion 10 130 Envelope loss/gain 235 299 898 1025 12 a) Infiltration 0 0 79 31 b) Room ventilation 0 0 0 0 13. Internal gains: Occupants@ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines 6 to 13) 235 299 976 1057 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 235 299 976 1057 14 Subtotal 0 0 0 0 15 Ductloads 20 / 23 % 0 0 20% 23%1 01 0 Total room load 1 0 0 0 0 Air required (cfm) 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrtghtsoftw 2018-Apr-11 08:53:17 Righ- SuteOUriversa1201818.0.11 RSU16202 Page 9 AG A ...c and EPL Temp\Lot 089 Margate 11 C LHG - W.np Calc = MJ8 Horse faces: W g wrightsoft" Right-J® Worksheet Job: Lot 2/2 Margate tl C LHG - W 017 Entire House Date: By: MC/LM/BPC/LM/BP One Stop Cooling and Heating 7225 Sardscove Court, Suite 1, Wirter Park, FL 32792 PhDr e: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.00m License: CAC032444 1 Room name Study LAUN 2 Exposed wall 31.5 ft 6.0 ft 3 Room height 9.3 ft heat/000l 9.3 It heaVocol 4 Room dimensions 15.0 x 11.5 It 1.0 x 81.3 ft 5 Room area 172.5 111 81.3 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ftz) Load number BtuM -°F) BtLjM2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf/ 13A-4ocs ` 0.143 n'' 3.40 2.85 47 47 158 133 0 0 0 0 4A5-2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 4B5-2fm 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 13A-4ocs 0.143 e 3.40 2.85 0 0 0 0 0 0 0 0 11 G 4A5-2om 0.550 e 13.09 28.10 0 0 0 0 0 0 0 0 II_GG 4A5-2omd 0.580 a 13B0 25.58 0 0 0 0 0 0 0 V 13A-4ocs 0.143 s 3.40 2.85 107 107 0 364 305 56 56 190 159 L-G 4A5 2om 0.550 s 13.09 13.45 0 0 0 0 0 0 0 0 VVV1 13A-4ocs 0.143 w 3.40 2.85 140 123 419 351 0 0 0 0 4A5-2om 0.540 w 12.85 24.01 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.09 28.10 16 0 214 459 0 0 0 0 D 11 DO 0.390 w 928 12.15 0 0 0 0 0 0 0 0 PI 12C Osw " 0.091 2.17 1.48 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 173 173 131 302 81 81 62 142 F 22A-cpm _ 1.180 28.08 0.00 173 32 885 0 81 6 169 0 6 c) AED excursion 139 27 Envelope loss/gain 2171 1689 420 274 12 a) Infiltration 382 152 73 29 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 1 1 230 0 0 Appliances/other 0 500 Subtotal (lines 6to 13) 2553 2071 4931 803 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 317 343 171 185 14 Subtotal 2871 2414 664 988 15 Duct loads 209/6 23%1 581 544 20% 23% 134 223 Total room load 1 1 3451 2958 798 1211 Air required (cfm) 162 130 37 53 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlgtitsoft 2018-Apr-1108:53:17 RigN-Sute®Uriversal201818.0.11 RSU16202 Page 10 card EPL Temp\Lo1089 Margate II C LHG - W.rip Calc = W8 House faces: W wri9hts®ft Duct System Summary Job: Lot 089 Margate II C LHG -... Date: 10/12/2017 Entire House By: MC/LM/BP One Stop Cooling and Heating 7225 Sandscove Court, Sute 1, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: mm.OneStopCooling.conn License: CAC032444 For: Park Square Homes 3932 Loon Lane, Sanford, FL External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.213 in/100ft 953 cfm 160 ft Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.213 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 h 2083 98 82 0.283 6.0 Ox0 VIFx 15.3 105.0 st1 BED3 h 1379 65 55 0.298 6.0 Ox 0 VIFx 14.1 100.0 st1 BTH2 c 152 3 7 0.408 4.0 Ox0 MFx 8.4 75.0 CAFE h 1358 64 50 0.379 5.0 Ox0 VIFx 19.7 70.0 FAM c 5505 205 241 0.345 8.0 Ox 0 VI Fx 23.5 75.0 KIT c 2683 71 118 0.414 6.0 Ox 0 VIFx 12.1 70.0 LAUN c 1211 37 53 0.385 4.0 Ox 0 VI Fx 18.4 70.0 MBED c 3055 117 134 0 0 Ox 0 MFx 0 0 MBTH h 939 44 27 0.221 4.0 Ox 0 VIFx 28.6 125.0 st2 MWc h 322 15 8 0.225 4.0 Ox 0 VIFx 30.9 120.0 st2 MWIC1 h 1116 52 24 0.213 4.0 Ox0 VIFx 34.9 125.0 st2 MWIC2 c 84 2 4 0.231 4.0 Ox0 VIFx 32.2 115.0 st2 PAN c 431 17 19 0.403 4.0 Ox0 MFx 14.4 70.0 stay h 3451 162 130 0.314 7.0 Ox0 MFx 23.4 85.0 W IC3 c 50 1 2 0.286 4.0 Ox 0 VI Fx 18.8 100.0 st1 s" e Supplji `Trunk Detail Table Sxvs , l e Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 PeakAVF 113 62 0.213 256 9.0 0 x 0 VinlFlx st1 st1 PeakAVF 277 202 0.213 507 10.0 0 x 0 VinlFlx wrightsoft" RigIY- SuteOUniversal201818.0.11 RSU16202 ICCA c and EPL Temp\Lot 089 Margate 11 C LHG - W.rip Calc = W8 House faces: W 2018- Apr-11 08:53:18 Page 1 Return Branch DetailTable „ y Name Grille Size (in) Htg Cfm) Clg Cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk rb2 Ox0 953 953 0 0 0 0 Ox 0 VIFx wrightsaft, 2018-Apr-11 08:53:18 Rigil-Srite®Uriversal201818.0.11 RSU16202 Page 2 card EPL Templo1089 Margate 11 C LHG - W.rLp Calc= MJ8 House faces: W 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 0 0 Supply Return ft) ft) Measured length of run -out 9 0 Measured length of trunk 25 0 Equivalent length of fittings 125 0 Total length 160 0 Total effective length 160 AN Friction Rate CoolingHeating 11 1/ SupplyDucts 1 1 : 1 0.18 Return Ducts I 1 1 0.18 From E uiva!e'r dh th Details supply1 1 1 'Total Return TotalEL-0 Wrlghtsoft® 2018-Apr-1108:53:18 Right- SUte®Uriversal201818.0.11 RSU16202 Page 1 c and EPL Templot 089 Margate 11 C LHG - W.np Calc = MJ8 House faces: W 8x4 52 cfm 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 — - - Thermostat 18/8 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Level 1 MW IC1 a 8x4 MW it 15 cfm MBED:... F1 4 t 1Ox8\ SRB1 7^ 134cfm 44 pfi4ii'' 4 iD 8x4, is 4cfm :d 1 FAM / 6x16 ; lEF1 VTR T c ioX1.0.1w-'WMBTMWIC2r%241cfm 2cfm 16 x Ascfm I BTH2 BED3 t - f WIC3 EF,1 VTft 4 64' jicfm 1 Ox6 LRB1 1 x 10 64 cfrn 8„ T.4 Q 6„ n ' tOx10 TWA 2 x- 4x18 RA 1U'= 953 cfm / L 10x6 % 98 cfm` i BED2 lb _ Job #: Lot 089 Margate II C LHG - W Performed by MC/LM/BP for: Park Square Homes 3932 Loon Lane Sanford, FL GARAGE..z One Stop Cooling and Heating 7225 Sandscove Court, Suite 1 Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale:1 :104 Page 1 Right -Suite@ Universal 2018 18.0.11 RSU16202 2018-Apr-11 09:11:25 Lot 089 Margate II C LHG - W.rup 01 i. n. h 0 , c _ / c) Sewty- w' 6%A%k 030, I<1=k-,vt'v _Ur i iQ s O l C• L ou j r_1 riiCiiauiC: rHx.ri bQUAKt3 1 aXUA•1E ii 1,966SF.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1966 2 1 Lighting Summary Standard 5,589 5,589 Optional 10,398 5,589 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 ED Dryers Dryer No. No? Nameplate Line Neutral 5000 0 3 0 Dryer Summary Standard 5,000 3,500 # $ - 2 0Optional5,000 3,500 9 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts r 1 Heat/Cool Phase 1 Fixed Appl. Phase Other Appl. Phase Max Motor Summary Standard Only 22 240 Amps Volts 22 240 Amps Volts 0 Amps Volts 0 1,320 0 SUMMARY Standard Line Neutral ITotal Total = 43,509 15,819 I Maximum Amperage = 181 66 Service Voltage = 240 Service Phase = 1 Optional -- Line Neutral Total Total = 34,511 15,819 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 Site Information: 6904 ParkLe E3a6stDBlvd. Customer Info: PARK SQUARE HOMES Project Name: PKS1966C-T Model: MAIiM II 1966 461/TRAY CLG. Lot/Block: 89 Subdivision: WYNDHAM PRESERVE 60' Address: 3932 LOON LANE 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: N/A psf This package includes 45 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 I Date No. Seal# Truss Name Date 1 T13713162 lAl 4/6/18 112 1 T13713173 IA12 4/6/18 12 I T13713163 I A2 14/6/18 113 I T13713174 I A13 14/6/18 13 I T13713164 I A3 14/6/18 114 I T13713175 I A14 14/6/18 14 I T13713165 I A4 14/6/18 115 I T13713176 I A15 14/6/18 15 I T13713166 I A5 14/6/18 116 I T13713177 I B 1 14/6/18 16 IT13713167 I A6T 14/6/18 117 1T137131781B2 14/6/18 17 I T13713168 I A7T 14/6/18 118 I T13713179 I B3 14/6/18 18 1T137131691A8T 14/6/18 119 1T13713180IC1 14/6/18 19 I T13713170 I A9 14/6/18 120 I T13713181 ICJ 1 14/6/18 110 I T13713171 I A10 14/6/18 121 I T13713182 I CJ2 14/6/18 11 I T13713172 I A11 14/6/18 122 I T13713183 I CJ3 14/6/18 6)\LDUVO SANFORD 18-1920 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 verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. LENS• No 34869 STATE OF 1111 Julius Lee PE No.34869 MiTek USA, Inc. FL 0ert 663.4 6904 Parka East Blvd. Tampa FL 33610 Date: April6,2018 Lee, Julius 1 of 2 RE: PKS1966C-T -Park Sq Hm/Margate1966-C_Tray Site Information: Customer Info: PARK SQUARE HOMES Project Name: PKS1966C-T Model: MARGATE II 1966 -C / TRAY CLG. Lot/Block: 89 Subdivision: WYNDHAM PRESERVE 60' Address: 3932 LOON LANE City: SANFORD State: FLORIDA No. Seal# Truss Name Date 23 1T13713184 1 CJ4 4/6/18 124 IT13713185 I CJ5 14/6/18 125 IT13713186 I CJA 14/6/18 126 IT13713187 I CJB 14/6/18 127 IT13713188 I D1 14/6/18 128 IT13713189 I D2 14/6/18 129 IT13713190 I D3 14/6/18 I30 IT13713191 I E1 14/6/18 131 IT13713192 I E2 14/6/18 132 IT13713193 I E3 14/6/18 j 133 IT13713194 I FT1 14/6/18 134 1T13713195 I J3A 14/6/18 35 IT13713196 I J36 14/6/18 36 IT13713197 I J4 14/6/18 37 IT13713198 I J4A 14/6/18 38 1T13713199 I J4B 14/6/18 39 IT13713200 I J7 14/6/18 40 IT13713201 I PT 14/6/18 41 IT13713202 I KJ2 14/6/18 42 IT13713203 I KJ3 14/6/18 43 ' IT13713204 I KJ3B 14/6/18 44 IT13713205 I KJ4 14/6/18 45 IT13713206 I KJ7 14/6/18 2 of 2 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713162 PKS1966C-T At MOD. QUEEN 11 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:31:49 2018 Page 1 I D:fQY6XuKAOX1 hl4k2ucB6kBy3q_a-9Xw33S4PoZ9MR Wp37UX6P KOCK41o8bfSEV W7QIzTRNu 1-0- 7-6-4 13-9-2 20-0-0 26-2-14 32-5-12 40-0-0 1-0- 0- 7-6-4 6-2-14 6-2-14 6-2-14 6-2-14 7-6-4 -0- gIt 3x6 = 3x4 = 5x5 = 5x8 = 3x4 = Scale = 1:68.8 3x6 = I Plate Offsets (X Y)-- f2 0-6-0 0-0-61 f3:0-3-0 0-3-41 f7:0-3-0 0-3-41 f8:0-6-0 0-0-61 f11:0-4-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.32 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.58 10-11 >830 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 206 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins. 1-3,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-5-15 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 6-11, 4-11 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=203(LC 12) Max Uplift 2=-517(LC 12), 8=-517(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2990/889, 3-4=-2777/880, 4-5=-1897/669, 5-6=-1897/669, 6-7=-2777/881, 7-8=-2990/890 BOT CHORD 2-12=-882/2620, 11-12=-609/2102, 10-11=-464/2102, 8-10=-679/2620 WEBS 5-11=-393/1323, 6-11=-733/425, 6-10=-234/648, 7-10=-396/298, 4-11=-733/424, 4-12=-233/648, 3-12=-396/298 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0 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. This item has been5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=517, 8=517. electronically signed and 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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 LeltPE No. 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 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 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 M '{ 1"r k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSt 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 Hm/M irgatel966-C_Tray T13713163 PKS1966C-T A2 HIP 1 1 Job Reference optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:31:57 2018 Page 1 I D:rFfnwM3Wq?GifrcQ Mh4ZDxyq_6K-w3P5kBAQvl AD01QbbAg_kOjeRJ Wz01oe41SYigzTRNm 6-8-5 12-10-3 19-0-0 21-0-0 27-1-13 33-3-11 40-0-0 41-0- OO 6-8-5 6-1-13 6-1-13 2-0-0 6-1-13 6-1-13 6-8-5 -0- 5x5 = 6.00 12 5x5 = 15 26 2! 14 13 12 26 29 11 3x4 = 4x6 = 3x4 = 3x6 = 3x6 = 3x4 = 3x4 = Scale = 1:75.9 9-9-4 19-0-0 i21-0-0 i 30-2-12 40-0-0 9-9-4 6-2-12 2-0-0 9-2-12 Plate Offsets (X Y)-- j2:0-6-0 0-0-61 f4 0-3-0 0-3-01 (5 0-2-8 0-2-41 (6 0-2-8 0-2-41 (7 0-3-0 0-3-01 (9 0-6-0 0-0-61 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.35 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.61 14-15 >788 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-6-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 7-12 REACTIONS. (lb/size) 9=1660/0-7-8, 2=1660/0-7-8 Max Horz 2=194(LC 12) Max Uplift 9=-51O(LC 13), 2=-51O(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3037/910, 3-4=-2781/871, 4-5=-1970/725, 5-6=-1686/691, 6-7=-1970/725, 7-8=-2781/871, 8-9=-3037/910 BOT CHORD 2-15=-895/2671, 14-15=-626/2184, 12-14=-329/1686, 11-12=-538/2184, 9-11=-721/2671 WEBS 3-15=-375/278, 4-15=-182/580, 4-14=-750/426, 5-14=-208/632, 6-12=-208/632, 7-12=-750/426, 7-11=-182/580, 8-11=-375/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-0-0, Exterior(2) 19-0-0 to 21-0-0, Interior(1) 25-2-15 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 pond Ing. 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 This item has beenwillfitbetweenthebottomchardandanyothermembers, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 9=510, 2=510. 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 Cert 9634 6904 Parks East Blvd. Tampa FL 33610 Date: April 6,2018 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 an individual building component, not 4 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 possiblepersonal 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-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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713164 PKS1966C-T A3 HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr 6 12:31:58 2018 Page 1 I D: rFfnwM3 Wq?GifrcQ Mh4ZDxyq_6K-OGzTyXB2g KI40u?n9tBDGDGpmipelel nJPC6FGzTRNI 1-0- 11-6-3 17-0-0 23-0-0 28-5-13 33-11-11 40-0-0 1-0- 0-0 6-6- 5-5-13 6-0-0 5-5-13 5-5-13 6-0-5 -0-0 4I d 3x6 = 5x5 = 6.00 12 24 5x8 = 25 6 u 1. — 14 10 12 3x4 = 3x8 = 3x6 3x4 = 3x4 = ScaleScale = 169.7 3x6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.60 BC 0.96 WB 0.80 Matrix -MS DEFL. in (loc) I/defl L/d Vert(LL) -0.25 14-15 >999 240 Vert(CT) -0.49 11-12 >970 180 Horz(CT) 0.15 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 - Max Horz 2=175(LC 12) Max Uplift 2=-493(LC 12), 9=-493(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3078/948, 3-4=-2851/917, 4-5=-2135/780, 5-6=-1847/755, 6-7=-2135/780, 7-8=-2851/917, 8-9=-3078/948 BOT CHORD 2-15=-860/2712, 14-15=-625/2284, 12-14=-411/1847, 11-12=-610/2284, 9-11=-769/2712 WEBS 3-15=-335/250, 4-15=-149/514, 4-14=-635/365, 5-14=-168/625, 6-12=-217/653, 7-12=-636/365, 7-11=-150/515, 8-11=-335/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GC pi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 to 27-2-15, Interior(1) 27-2-15 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. 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 This item has been will fit between the bottom chord and any other members, with BCDL = 1 O.opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) electronically signed and 2=493, 9=483. 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. 34898 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verf/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 61II-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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web arid/or chord members only. Additional temporary and permanent bracing MiTew is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713165 PKS1966C-T IA4 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 1 0 t1.13U s mar 11 zU18 MI I eK InaustfleS, Inc. Yfl Apr o 12:3 CD2i zu to rage i GifrcQMh4ZDxyq_6K-sSXr9tCgReQxe2a jbiSpRowf69sUC RwY3xfnjzTR Nk 7-9-4 7-2-12 5-0-0 - 5-0-0 - t 7-2-12 7-9-4 Scale = 1:68.9 5x8 1.5x4 5x8 = 4 23 5 24 6 14 13 ` r 12 11 10 3x6 = 1.5x4 11 3x4 = 5x8 = 3x4 = 1.5x4 II 3x6 7-9-4 15-0 .-0 20-0-0 25-0-0 32-2-12 40-0-0 moo. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 125 TC 0.84 Vert(ILL) -0.18 12 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.37 13-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=155(LC 12) Max Uplift 2=-474(LC 12), 8=-474(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3054/953, 3-4=-2344/815, 4-5=-2133/829, 5-6=-2133/829, 6-7=-2344/815, 7-8=-3054/953 BOT CHORD 2-14=-755/2659, 13-14=-755/2659, 12-13=-478/2005, 11-12=-487/2005, 10-11=-761/2659, 8-1 0=-761/2659 WEBS 3-14=0/328, 3-13=-754/407, 4-13=-146/514, 4-12=-169/381, 5-12=-323/202, 6-12=-1691381. 6-11=-146/514. 7-11=-754/407. 7-10=0/328 PLATES GRIP MT20 244/ 190 Weight: 221 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-6-3 oc bracing. 1 Row at midpt 3-13, 7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. II; Exp B; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 29-2- 15, Interior(1) 29-2-15 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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=474, 8=474. 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 Cent 8634 6904 Parke East Blvd, Tampa FL 33610 Date: April 6, 2018 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 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 g T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iP,r kFis alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPi1 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 Qty Ply Park Sq Hm/Margale1966-C_Tray T13713166 PKS1966C-T A5 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.13U s Mar 11 ZU18 Ml i ek Industries, Inc. Fn Apr 6 12:32:uu Zulu Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-Ke4D NDCI CyYoFC9AGl EhMeL60 WXSDbZ4mjhDJ9zTRNj 1-0- 6-9-4 13-0-0 20-0-0 27-0-0 33-2-12 10-0-0 1-0- 0-0 6-9-4 6-2-12 7-0-0 7-0-0 6-2-12 6-9-4 -0-0 Scale = 1:68.9 5x8 = 4 23 1.5x4 5x8 = 5 24 6 I, 14 13 `r 12 LO 11 10 3x6 1.5x4 3x4 = 5x8 = 3x4 = 1.5x4 I 3x6 = i 6-9-4 i 13-0-0 i 20-0-0 27-0-0 33-2-12 40-0-0 ic4 . co o Inn inn - o r;-on Plate Offsets (X Y)-- 4 0-6-0 0-2-81 (6 0-6-0 0-2-81 (12:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.20 12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) 0.42 12-13 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 212 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=136(LC 12) Max Uplift 2=-452(LC 12), 8=-452(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3097/985, 3-4=-2506/866, 4-5=-2493/928, 5-6=-2493/928, 6-7=-2506/866, 7-8=-3097/985 BOT CHORD 2-14=-790/2705, 13-14=-790/2705, 12-13=-552/2166, 11-12=-560/2166, 10-11=-799/2705, 8-10=-799/2705 WEBS 3-14=0/269, 3-13=-625/348, 4-13=-122/481,4-12=-240/578, 5-12=-481/295, 6-12=-240/578, 6-11=-122/481, 7-11=-625/348, 7-10=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 31-2-15, Interior(1) 31-2-15 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. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=452,8=452. 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. Juliue Lee PE No. W69 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL,33616; Date; April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 properly incorporate this design into the overall p pgbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ifYi P,. kFisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713167 PKS1966C-T A6T SPECIAL 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 6.13u s mar if zu-I d NII I etc m0usmes, Inc. rn r pi o I z— I —a r.dyc 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-orecaZDxzFgftMkMgOlwusuM_wttyOHD?N QmrbzTRNi 4--0-- - 4-7-6 6-8-4 11-0-0 15-6-4 20-0-8 24-6-4 29-0-0 34-2-12 40-0-0 0104-7-G 4-0-14 2-3-12 4-6-4 4-6-4 4-5-12 4-5-12 5-2-12 5-9-4-0-0, Scale = 1:70.1 5x5 = 3x4 2x4 WO = 5x5 = 31 6 7 8 32 9 22 21 3x8 = 17 16 l0 14 13 3x6 5x6 = 2x4 11 2x4 i 5x6 = 4x6 = 1.5x4 11 3x6 3x8 = 81-4 i 11-0-0 I 20-0-8 24-6-4 i 29-0-0 34-2-12 40-0-0 _IF 4-7-6 4-0-14 2-3-12 9-0-8 4-5-12 4-5-12 5-2-12 5-9-4 Plate Offsets (X Y)-- 15 0-2-8 0-2-41 f9 0-2-8 0-2-41 11&0-2-8 Edgel I20 0-6-0 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 1_/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.29 18-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.69 18-19 >691 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 238 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 6-5-7 oc bracing. 4-21,7-17: 2x4 SP No.3, 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 20-22,16-18: 2x4 SP No.2 REACTIONS. (lb/size) 2=1660/0-7-8, 11=1660/0-7-8 Max Horz 2=117(LC 12) Max Uplift 2=-428(LC 12), 11=-428(LC 13) FORCES. (D) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3178/978, 3-4=-3694/1170, 4-5=-3187/1041, 5-6=-2857/966, 6-7=-3533/1175, 7-8=-3508/1171, 8-9=-2326/845, 9-10=-2655/885, 10-11=-3141/975 BOT CHORD 2-22=-792/2796, 4-20=-191/599, 19-20=-896/3266, 18-19=-952/3329, 7-18=-257/156, 14-16=-739/2749,13-14=-799/2754,11-13=-799/2754 WEBS 3-22=-634/232, 20-22=-775/2684, 3-20=-157/518, 4-19=-726/320, 5-19=-358/1221, 6-19=-768/358, 6-18=-109/371, 16-18=-705/2722, 8-18=-351/1101, 8-16=-536/189, 8-14=-773/307, 9-14=-248/890, 10-14=-515/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 32-0-0, Interior(1) 32-0-0 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip This item has been DOL=1.60 3) Provide adequate drainage to prevent water ponding. electronically Signed and 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Lee, Julius, PE 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 using a Digital Signature. will fit between the bottom chord and any other members. Printed COPIES Of this 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) document are not considered2=428, 11=428. signed and sealed and the signature- must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. f L Cert 6634 6904 Parke East Blvd. Tampa FL33810 Date: April 6,2018 REEMEMSEMEMEM 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 an individual building component, not a 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tresses and truss systems, see ANSIITPII 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713168 PKS1966C-T A7T SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.13u s Mar 11 zu16 MI I eK Industries, Inc. rn Apr o 1G3L:uz Lino rage -I I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-G 1 C_nvEZkZoVWWIYOjG9R3QTcJEGh UgNE 1 AJO1 zTRN h 1-0- 4-7-6 8-8-4 9- 0 14-6-4 20-0-8 25-6-4 31-0-0 35-2-12 40-0-0 41-0- 0-0 4-7-6 4-0-14 0- -12 5-6-4 5-6-4 5-5-12 5-5-12 4-2-12 4-9-4 -0-0 Scale = 170.0 d 2x4 II Sx5 = 2x4 3x4 = 3x6 = 4x4 = 5x8 = 6 nn Fi—q- 4 5 33 34 B35 7 8 9 36 37 38 10 3x4 % 1.5x4 i 3 32 11 39 31 40 18 Svd I 19 23 22 21 3x6 = Sx6 = 1.5x4 6x8 = 2x4 II 4x4 = -- 17 16 15 14 3x4 7x8 = 3x6 = 3x4 — I 4-7-6 i8-8-4 t 14-60--0 1 250--60--48 25-5564 31-0-0 40-0-0 4 76 4--14 -1--2 5-5-12 _. 9-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(ILL) 0.39 18-19 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.80 18-19 599 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.25 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 "Except` 2-21,15-17: 2x4 SP No.2, 18-20,12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except` 16-18,20-23: 2x4 SP No.2 REACTIONS. lb/size) 2=1673/0-7-8, 12=1663/0-7-8 Max Horz 2=107(LC 11) Max Uplift 2=-298(LC 12). 12=-301(LC 12) 3x8 = PLATES GRIP MT20 244/190 Weight: 227 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. Except: 10-0-0 oc bracing: 20-22 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3200/1023, 3-4=-3841/1237, 4-5=-3813/1285, 5-6=-4243/1399, 6-8=-4534/1497, 8-9=-4486/1485, 9-10=-3272/1136, 10-11=-2839/948, 11-12=-3130/1056 BOT CHORD 2-23=-833/2815, 19-20=-865/3168, 18-19=-1194/4243, 8-18=-313/157, 14-16=-693/2490, 12-14=-879/2772 WEBS 3-23=-769/270, 5-19=-406/1352, 6-19=-577/257, 6-18=-120/419, 16-18=-893/3105, 9-18=-407/1425, 9-16=-1149/416, 10-16=-347/1095, 10-14=-53/391, 11-14=-340/212, 20-23=-812/2784, 3-20=-123/663; 5-20=-277/825 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=40ft; eave=5ft; Cat. 11; 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 9-0-0, Exterior(2) 9-0-0 to 35-0-0, Interior(1) 35-0-0 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. 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) except (jt=lb) 2=298, 12=301. 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 6634 6904 Parke East Blvd. Tampa FL 33610r Date:' April 6,2018 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 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 MAR ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713169 PKS1966C-T A8T SPECIAL 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.1bu s mar it zu16 ml l ex Inausales, Inc. rn /Apr a I4:JCu9 zu to raye i I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-DQKkCaFpGA2EkpSxV8ld WU Wws7_39SGfhLfQ SwzTRNf 1-0- 3-9-0 7-0-0 8-8A 12-5-1 16-3-10 20-0-8 24-4-15 28-7-9 33-0-0 36-2-12 40-0-0 4,1-0-p 0-0 3-9-4 3-2-12 1-8-4 3-8-13 3-10-9 3-8-14 4-4-7 4-2-11 4-4-7 3-2-12 3-9-0 -0-0 Scale = 1:70.1 d 6x8 = 4x5 = 6.00 12 4 5 5x9 = 3x4 = 1.5x4 45 = 3x6 = 6 7 8 9 10 1.5x4 5x7 = 11 12 1.5x4 3 4 RE 1.5x4 13 3 20 3x6 = 25 24Vn L 44 = 6x12 MT20HS = 19 18 2x4 II 4x8 — 3x4 I 7x8 = 6x9 = 17 16 6x8 = 3x4 = 3x6 = t 7-0-0 8-0-4 12-5-1 i 16-3-10 k 20-0-8 24-4-15 28-7-9 33-0-0 40-0-0 t 7-0-0 1-8-4 3-8-13 3-10-9 3-8-14 4-4-7 4-2-11 4-4-7 7-0-0 t Plate Offsets (X,Y)-- [2 0-2-12 0-1-81 [4 0-6-0 0-2-41 [12 0-5-4 0-2-81 [17 0-4-0 Edgel 18 0-3-8 Edgel 20 0-7-4 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.31 20-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.60 20-21 >805 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) OA6 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 467 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 20-23: 2x6 SP No.1, 17-19: 2x4 SP No.1 6-0-0 oc bracing: 23-24. WEBS 2x4 SP No.3 `Except 23-25,4-23,18-20: 2x4 SP No.2 REACTIONS. (lb/size) 2=1660/0-7-8, 14=166010-7-8 Max Horz 2=-78(LC 9) Max Uplift 2=-488(LC 5), 14=-488(LC 4) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3185/1010, 3-4=-2970/976, 4-5=-4233/1451, 5-6=-5519/1917, 6-7=-6189/2154, 7-8=-6189/2154, 8-10=-6169/2148, 10-11=-3676/1296, 11-12=-3677/1296, 12-13=-2968/978, 13-14=-3170/1007 BOT CHORD 2-25=-900/2813, 5-23=-914/390, 22-23=-1420/4315, 21-22=-1856/5519, 20-21=-2114/6252, 18-19=-148/453, 17-18=-1428/4301, 16-17=-787/2622, 14-16=-852/2806 WEBS 4-25=-1586/575, 23-25=-903/2917, 4-23=-1103/3185, 18-20=-1316/3960, 10-20=-769/2177,10-18=-868/348,10-17=-852/321,11-17=-264/164,12-17=-556/1403, 12-16=-49/296, 6-22=-695/320, 5-22=-555/1467, 6-21=-322/841 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. This item has beenBottomchordsconnectedasfollows: 2x4`- 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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 have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. using a Digital Signature. 3) Unbalanced roof live loads have been considered for this design. Printed COpleS Of this 4) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., document are not consideredGCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. Signed and Sealed and the 6) All plates are MT20 plates unless otherwise indicated. Signature must be Verified 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. on any electronic Copies. 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 Julius Lee PE No. 34869 will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cent 66349) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6904 Parka East Blvd, Tampa FL 35610 2=488, 14=488. Date: April 6,2018 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 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 required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, 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 Qty Ply Park Sq Hm/Margalel966-C_Tray T13713170 PKS1966C-T A9 HIP 1 1 Jab Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:05 2018 Page 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-hcu6QWGR1 UA5Mzl73sps3i2?nXE4uvxpw?OZ_MZTRNe 1-0- 6-7-0 12-7-8 18-8-0 21-4-0 27-4-8 33-5-0 40-0-0 1-0- 0--0-8 6-0-8 2-8-0 6-0-8 6-0-8 6-7-0 1 -0-0 Scale = 1:70.1 3x6 = 5x5 = 6.00 12 5x8 = I Zb 2/ 14 13 12 Zb Ze .11 3x4 = 4x6 = 3x8 = 3x4 = 3x4 = 9-7-4 18-8-0 21-4-0 30-4-12 itoo -0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0.42 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No.1 WEBS 2x4 SP No.3 REACTIONS.. lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=191(LC 12) Max Uplift 2=-507(LC 12), 9=-507(LC 13) DEFL. in (loc) I/deft Ud Vert(LL) -0.29 11-12 >999 240 Vert(CT) -0.55 11-12 >872 180 Horz(CT) 0.13 9 n/a n/a 3x6 = PLATES GRIP MT20 2441190 Weight: 229 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 7-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3044/919,3-4=-2793/881, 4-5=-1997/733, 5-6=-1713/707, 6-7=-1996/733, 7-8=-2793/881, 8-9=-3044/919 BOT CHORD 2-15=-888/2678, 14-15=-627/2203, 12-14=-334/1710, 11-12=-553/2203, 9-11=-730/2678 WEBS 3-15=-369/276, 4-15=-166/570, 4-14=-711/403, 5-14=-211/621, 6-12=-247/619, 7-12=-713/404, 7-11=-167/571, 8-11=-368/276 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-8-0, Exterior(2) 18-8-0 to 21-4-0, Interior(1) 25-6-15 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. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=507. 9=507. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 ImatrusssystemBeforeuse, 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 trusses and truss systems, see ANSIITPII 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 city Ply Park Sq Hm/Margate1966-C_Tray T13713171 PKS1966C-T A10 HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr b 1Z:31:bU ZU76 rage 1 I D: rFfnwM3Wq?GifrcQ Mh4ZDxyq_6K-djURGo51 ZtHD2gOFhC2 LyXxOE U5Et29cT9GhykzTRNt 1-0- 5-11-0 11-3-8 16-8-0 23-4-0 28-8-8 34-1-0 40-0-0 1-0- 0 5-11-0 5-4-8 6-8-0 5-4-8 5-4-8 5-11-0 -0-0 Scale = 1:69.7 6.00 12 5x5 = 5x8 = 24 25 6 lb 28 Zy 14 13 12 - of ii 3x4 = 3x8 = 3x6 3x4 = 3x4 = 3x6 = 3x6 = 8-7-4 16-8-0 23-4-0 1 "-12 1 40-0-0 f 8-7-0 8-0-12 6-8-0 8-0-12 8-7-4 Plate Offsets (X Y)-- f2:0-6-0 0-0-61 (4 0-2-8 0-3-01 l5 0-2-8 0-2-41 l6 0-6-0 0-2-81 l7 0-2-8 0-3-01 f9:0-6-0 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.23 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.47 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 220 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=171(LC 12) Max Uplift 2=-490(LC 12), 9=-490(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3084/953, 3-4=-2862/922, 4-5=-2164/789, 5-6=-1876/762, 6-7=-2164/789, 7-8=-2862/922, 8-9=-3085/953 BOT CHORD 2-15=-854/2719, 14-15=-624/2300, 12-14=-424/1876, 11-12=-619/2300, 9-11=-775/2719 WEBS 3-15=-329/245, 4-15=-146/501, 4-14=-616/357, 5-14=-159/620, 6-12=-210/654, 7-12=-617/357. 7-11=-147/501, 8-11=-329/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-8-0, Exterior(2) 16-8-0 to 27-6-15, Interior(1) 27-6-15 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. 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 This item has beenwillfitbetweenthebottomchordandanyothermembers, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) electronically signed and 2=490, 9=490. 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. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not f 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713172 PKS1966C-T All HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar i 1 2018 MI I eK industries, Inc. fYl Apr 6 12:31:D1 zultt Page 1 I D: rFfnwM3Wq?GifrcQMh4ZDxyq_6K-5w2gU85fKBP4ggzRFvZaU ITZRu SEcSUlip?EVAzTRNs 1-0- 7-7-4 14-8-0 20-0-0 25-4-0 32-4-12 40-0-0 41-0- 0-0 7-7-4 7-0-12 5-4-0 5-4-0 7-0-12 7-7-4 -0-0 Scale = 1:68.9 1 O 5x8 = 1.5x4 11 5x8 = 4 23 5 24 6 14 13 12 11 10 3x6 1.5x4 11 3x4 = 5x8 = 3x4 = 1.5x4 II 3x6 = 7-7-4 14-8-0 20-0-0 25-4-0 32-4-12 40-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.18 12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.36 11-12 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=152(LC,16) Max Uplift 2=-470(LC 12), 8=-470(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3062/958, 3-4=-2371/824, 4-5=-2186/843, 5-6=-2186/843, 6-7=-2371/824, 7-8=-3062/958 BOT CHORD 2-14=-758/2667, 13-14=-758/2667, 12-13=-491/2031, 11-12=-499/2031, 10-11=-767/2667, 8-10=-767/2667 WEBS 3-14=0/319, 3-13=-734/397, 4-13=-1431507, 4-12=-179/409, 5-12=-351/219, 6-12=-179/409, 6-11=-143/507, 7-11=-734/397, 7-10=0/319 PLATES GRIP MT20 244/190 Weight: 219 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-6-12 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; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-8-0, Exterior(2) 14-8-0 to 29-6-15, Interior(1) 29-6-15 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. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=470, 8=470. 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, U49 MiTek USA, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 MMEMBETEMMUSEMEMMMEMMm 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 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 M 1 f' i 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job s Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713173 PKS1966C-T TA1u2 HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:31:52 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-Z6cChU6H4UYxlzYdod4p 1 yOjFlpl L?PuxTln 1 dzTRNr 1-0- 12-8-0 20-0-0 27-4-0 33-4-12 40-0-0 41-0-0 0 1 6-7-4 6-0-12 7-0-0 7-4-0 6-0-12 6-7-4 i-0-o' Scale = 1:68.9 5x8 = 1.5x4 II 5x8 = 4 23 0 24 6 Iq M 0 14 13 L/ 12 Lo 11 10 3x6 = 1.5x4 II 3x4 = 5x8 = 3x4 = 1.5x4 11 3x6 6-7-0 12-8-0 20-0-0 27-4-0 33-0-12 i 40-0-0 6-0-12 7-4-0 7-4-0 6-0-12 6-7-4 Plate Offsets (X,Y)-- 14 0-6-0 0-2-81 16 0-6-0 0-2-81 f12 0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.20 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.43 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 211 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 6-6-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=133(LC 12) Max Uplift 2=-448(LC 12), 8=-448(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/990, 3-4=-2533/874, 4-5=-2565/948, 5-6=-2565/948, 6-7=-2533/874, 7-8=-3104/990 BOTCHORD 2-14=-796/2712, 13-14=-796/2712, 12-13=-564/2194, 11-12=-573/2194, 10-11=-805/2712, 8-'10=-805/2712 WEBS 3-14=0/258, 3-13=-602/338, 4-13=-117/478, 4-12=-256/620, 5-12=-505/310, 6-12=-256/620, 6-11 =-1 17/478, 7-11=-602/339, 7-10=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-8-0, Exterior(2) 12-8-0 to 31-6-15, Interior(1) 31-6-15 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 been5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Lee, Julius, PE 2=448, 8=448. 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 LeePE No, 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 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 - R 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 1 j kR is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MO' S fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T73713174 PKS1966C-T A13 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:31:53 2018 Page 1 I D: rFfnwM3Wq?GifrcQMh4ZDxyq_6K-119avg7vrogow76gMKc2ZAZzyh9Y4VN297ULZ3zTRNq 1-0- 5-7-0 10-8-0 16-10-11 23-1-5 29-4-0 34-4-12 40-0-0 1-0- 0-0 5-7-4 5-0-12 6-2-11 6-2-11 6-2-11 5-0-12 5-7-4 -0-0 Scale = 1:68.9 5x5 = 3x4 = 3x4 = 5x5 = 4 24 5 6 25 7 15 14 co — I — 12 11 3x6 = 1.5x4 II 3x8 = 5x8 = 3x8 = 1.5x4 II 3x6 5-7-4 10-8-0 20-0-0 29-4-0 34-4-12 40-0-0 5-7-4 5-0-12 9-4-0 9-4-0 5-0-12 5-7-4 Plate Offsets (X Y)-- 14 0-2-8 0-2-41 f7 0-2-8 0-2-41 113 0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.25 12-13 , >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.55 12-13 >865 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-12 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=-113(LC 13) Max Uplift 2=-423(LC 12), 9=-423(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3140/1021, 3-4=-2697/919, 4-5=-2368/878, 5-6=-2974/1037, 6-7=-2368/878, 7-8=-2697/919, 8-9=3140/1021 BOT CHORD 2-15=-832/2753, 14-15=-832/2753, 13-14=-851/2919, 12-13=-824/2919, 11-12=-841/2753, 9-11=-841/2753 WEBS 3-14=-467/282, 4-14=-232/867, 5-14=-827/356, 6-12=-827/356, 7-12=-232/867, 8-12=-467/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-8-0, Exterior(2) 10-8-0 to 33-6-15, Interior(1) 33-6-15 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 been5) ` 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 BCDL = 10.Opsf. electronically signed andwillfitbetweenthebottomchordandanyothermembers, with 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Lee, Julius, PE 2=423, 9=423. 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. U8e9 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-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 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 7— m- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component d, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job s Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713175 PKS1966C-T TAr1u4 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 4-7-4 4-0-12 6-114 5x8 = 5x6 = ID:rFfnwM3V 22-4-11 6-9-8 1.5x4 a 8.13U s Mar 11 ZU18 MI I eK Industries, Inc. Fn Apr b lLd-1:o4 ZU18 rage I DMh4ZDxyq_6K-VUjy6ABYc6ofXHhOw27H6N53C5SmpgDBOnEu5VZTRNp 1-3-15 0-4- 110-1 40-0-0 1-0- 11- 4 -0-0 4-6-12 5-1-4 1 -0- 6x6 = 5x12 = 7 8 Scale = 1:71.3 17 16 'J 14 13 12 3x4 = 3x4 = 3x8 MT20HS = 5x8 = 3x4 = 3x6 3x8 = 3x8 = 8- 8-0 15-7-4 22-4-11 29-3-15 34-10-12 40-0-0 8- 8-0 6-11-4 6-9-8 6-11-4 5-6-13 5-1-0 Plate Offsets (X Y)-- _12;0-8-0 0-0-_10, f4.0-6-0 0-2-81 15 0-3-0 0-3-41 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.34 14-16 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.65 14-16 736 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 4- 5,5-7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1660/0-7-8, 10=1660/0-7-8 Max Horz 2=-103(LC 13) Max Uplift 2=-610(LC 12), 10=-460(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3130/1165, 3-4=-2862/1056, 4-5=-3527/1340, 5-6=-3659/1345, 6-7=-3659/1345, 7- 8=-3263/1157,8-9=-3163/1087,9-10=-3163/985 BOT CHORD 2-17=-1063/2770, 16-17=-876/2518, 14-16=-1233/3535, 13-14=-886/2876, 12- 13=-720/2423,10-12=-812/2776 WEBS 3-17=-297/213, 4-17=-53/395, 4-16=-487/1195, 5-16=-512/298, 6-14=-439/264, 7- 14=-412/1011, 7-13=-2087/862, 8-13=-848/2280, 8-12=-297/553, 9-12=-292/239 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 212 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-4-2 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; Cat. 11, Exp B; Encl., GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-8-0, Exterior(2) 8-8-0 to 11- 8-0, Interior(1) 29-3-15 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) 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 100 lb uplift at joint(s) except 0t=1b) 2= 610, 10=460. 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 LeePE No. 34899 MiTek USA, Ina. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33618 Date: April 6, 2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 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 alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and 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, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713176 PKS1966C-T A15 SPECIAL 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. d.1au s.mar 11 zu1 d ml I eK Inausmes, Inc. rn Apr o Iz:a I:DD zu io raye i ID rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-zhHKJV8AN PwV9RGC UIe WfbeGuVgUY15LdRzSexzTRNo 1-0- 3-7-4 6-8-0 11-10-14 17-0-0 22-1-1 27-3-15 30-4-0 34-10-12 40-0-0 1-0- 0- 3-7-4 3-0-12 5-2-14 5-1-2 5-1-2 5-2-14 3-0-0 4-6-12 5-1-4 -0- 5x8 = 5x5 = 5x12 = 10 Scale = 1:71.3 21 20 19 1O 17 16 15 14 3x6 = 3x4 = 4x8 = 1.5x4 11 3x8 MT18HS = 1.5x4 4x8 = 1.5x4 3x6 3x8 = 6-8-0 11-10-14 17-0-0 22-1-1 27-3-15 30-4-0 34-10-12 40-0-0 6-8-0 5-2-14 5-1-2 5-2-14 3-0-0 4-6-12 5-1-4 Plate Offsets (X Y)-- 12 0-6-0 0-0-61 14 0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(ILL) 0.44 17-19 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.84 17-19 571 180 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.19 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 12=1660/0-7-8 Max Horz 2=-103(LC 9) Max Uplift 2=-610(LC 8), 12=-460(LC 8) PLATES GRIP . MT20 244/190 MT18HS 244/190 Weight: 212 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-11 oc bracing. WEBS 1 Row at midpt 9-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3184/1174, 3-4=-2987/1100, 4-5=-3982/1491, 5-7=-3982/1491, 7-8=-4708/1682, 8-9=-4708/1682, 9-1 0=-2734/917, 10-11 =-2769/928, 11-12=-3163/943 BOT CHORD 2-21=-1080/2810, 20-21=-951/2651, 19-20=-1632/4642, 17-19=-1632/4642, 16-17=-1334/4089,15-16=-1336/4086,14-15=-791/2778,12-14=-791/2778 WEBS 4-21=-35/291, 4-20=-575/1585, 5-20=-329/203, 7-20=-792/253, 8-17=-337/206, 9-17=-335/820, 9-15=-2515/932, 10-15=-723/2176, 11-15=-441/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 100 lb uplift at joint(s) except Qt=lb) 2=610, 12=460. obM 12I 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 Lee'PE No U869 MiTek USA, Inc. FL Cert$634 6904 Parke East Blvd. Tampa FL 33610' Date:' April 6,2018 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 properly incorporate this design into the overall Dot 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 and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713177 PKS1966C-T B1 COMMON 1 1 Job Reference o tional Mid -Florida Lumber, Barlow, FL. 3 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:06 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-9oSVdGH3nolyz7cKdZK5bvbCxxZQdPRy9e8XXpzTRNd 1-0-0 5-1-4 9-8-0 14-2-13 _ 19-0-C 1-0-0 5-1-4 4-6-12 4-6-12 4-9-3 4x4 = Scale = 1:33.1 I 4x4 = 5x8 = 4x4 = I 9-8-0 19-0-0 19A 0 9-8-0 9-4-0 d-4-b Plate Offsets (X,Y)-- (7 0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 7-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.31 7-13 >731 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=758/0-7-8, 2=822/0-7-8 Max Horz 2=117(LC 12) Max Uplift 6=-229(LC 13), 2=-263(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1272/425, 3-4=-947/323, 4-5=-944/333, 5-6=-1249/429 BOT CHORD 2-7=-392/1116, 6-7=-317/1068 WEBS 4-7=-137/559, 5-7=-342/253, 3-7=-388/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11, Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0 zone;C-C for members and forces & 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 100 lb uplift at joint(s) except (jt=lb) 6=229, 2=263. 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 Ceirt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111.7473 rev. 1010312015 BEFORE USE. aenee 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 } ii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT,.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 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, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type city Ply Park Sq Hm/Margate1966-C_Tray T13713178 PKS1966C-T B2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:07 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-d?Otrcl hY5QobH B WBGsK878OtKyyMs?6Nlt43FzTRNc 1-0-0 4-9-4 9-0-0 10-4-0 14-6-12 19-0-0 1-0-0 4-9-4 4-2-12 1-4-0 4-2-12 4-5-4 41 4x4 = 5 4x4 = Scale = 1:33.9 4x4 = 4x6 — 4x4 = 3x4 = 3x4 = R 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) -0.13 10-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 10-16 >794 180 BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 89Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS - 2x4 SP No.3 REACTIONS. (lb/size) 7=758/0-7-8, 2=822/0-7-8 Max Horz 2=111(LC 12) Max Uplift 7=-224(LC 13), 2=-258(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-972/371, 6-7=-1259/462, 4-5=-819/363, 2-3=-1293/479, 3-4=-978/361 BOT CHORD 2-10=-396/1137, 8-10=-189/819, 7-8=-360/1080 WEBS 6-8=-326/242, 5-8=-82/256, 4-10=-85/301, 3-10=-384/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 10-4-0, Interior(1) 14-8-11 to 19-0-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=224, 2=258. 1 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. R Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 verity the applicability of design parameters and properly incorporate this design into the overall ( Lbuildingdesign. 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 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713179 PKS1966C-T iB3 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:08 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-5BZF2yJ KJPZfDRmik_NZg KgS BkF L5JcFcydebhzTRNb 1-0-0 3-9-4 7-0-0 12-4-0 15-6-12 r_ 19-0-0 1-0-0 3-9-4 3-2-12 5-4-0 3-2-12 3-5-4 Scale = 1:33.1 4x8 = 4x5 = 20 4 17 18 19 5 4x4 = - 3x4 = 4x4 = 3x8 = 3x5 = 7-0-0 12-4-0 19-0-0 — 19-4-0 7-0-0 5-4-0 6-8-0 d 4-6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.86 TCDL 10.0 Lumber DOL 1.25 BC 0.88 BCLL 0.0 Rep Stress Incr NO WB 0.23 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 "Except" 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 i REACTIONS. (lb/size) 7=758/0-7-8, 2=822/0-7-8 Max Horz 2=92(LC 8) Max Uplift 7=-456(LC 9), 2=-402(LC 9) Max Grav 7=1194(LC 2), 2=1407(LC 19) DEFL. in (loc) I/dell Lid PLATES GRIP Vert(LL) -0.08 10-16 >999 240 MT20 244/190 Vert(CT) -0.18 10-16 >999 180 Horz(CT) 0.06 7 n/a n/a Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-2203/796, 6-7=-2169/844, 4-5=-2001/755, 2-3=-2602/822, 3-4=-2408/801 BOT CHORD 2-10=-672/2303, 8-10=-617/2145, 7-8=-697/1889 WEBS 5-8=-49/486, 4-10=-52/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. This Item has been5) 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 electronically signed and will fit between the bottom chord and any other members. sealed by Lee, Julius, PE 7') Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) using a Digital Signature. 7=456, 2=402. Printed copies of this 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 156 lb up at document are not considered25-8-0, 157 lb down and 85 lb up at-27-8-12, 157 lb down and 85 lb up at-28-11-4, 289 lb down and 156 lb up at-30-11-4, 48 lb down and 92 lb up at 6-8-0, 97 lb down and 106 lb up at 7-0-0, 97 lb down and 106 lb up at 8-8-12, and 97 lb down and 106 lb up signed and sealed and the at 9-11-4, and 178 lb down and 203 lb up at 11-11-4 on top chord, and 397 lb down and 53 lb up at-25-8-0, 106 lb down at signature must be verified 27-8-12, 106 lb down at-28-11-4, 397 lb down and 53 lb up at-30-11-4, 331 lb down and 98 lb up at 6-8-0, 41 lb down at 8-8-12, on any electronic copies. and 41 lb down at 9-11-4, and 331 lb down and 98 lb up at 11-11-4 on bottom chord. The design/selection of such connection Julius Lee PE No.34869 device(s) is the responsibility of others. MiTek USA, Inc. FL Celt 6634 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904:Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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, notsotatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* 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 ANSIITPI7 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713179 PKS1966C-T B3 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi I ek Industries, Inc. Fill Apr 8 112:32:U8 zu18 rage z I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-5BZF2yJ KJPZfDRmik_NZgKgSBkF L5JcFcydebhzTRNb LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 5-7=-60, 4-5=-60, 1-4=-60, 11-14=-20 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 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 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 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713180 PKS1966C-T C1 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:08 2018 Page 1 I D:rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-58ZF2yJ KJ PZfDRmi k_NZgKgYAkJL5FlFcydebhzTRN b 1-0-0 4-8-0 9-7-15 15-0-0 1-0-0 4-8-0 4-11-15 5A-1 2x4 11 Scale = 1:31.7 5 3x4 = 2x4 11 3x4 = 6x6 6 4-8-0 9-7-15 15-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.06 7-8 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.10 7-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (lb/size) 2=1021/0-7-8, 6=1244/0-3-8 Max Horz 2=240(LC 8) Max Uplift 2=-407(LC 8), 6=-635(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1846/735, 3-4=-1875/796 BOT CHORD 2-8=-809/1607, 7-8=-815/1632, 6-7=-898/1844 WEBS 3-8=-92/395, 3-7=-161/269, 4-7=-224/482, 4-6=-1993/966 PLATES GRIP MT20 244/190 Weight: 89 lb FT = 20% Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals. Rigid ceiling directly applied or 7-7-5 oc bracing. 1 Row at midpt 4-6 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) except Qt=lb) 2=407, 6=635. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb up at 4-8-0, and 44 lb down and 73 lb up at 5-0-12 on top chord, and 139 lb down and 60 lb up at 4-8-0, 31 lb down at 5-0-12, 155 lb down and 111 lb up at 7-0-12, 155 lb (town and 112 lb up at 9-0-12, 134 lb down and 98 lb up at 10-0-12, and 161 lb down and 107 lb up at 12-0-12, and 206 lb down and 131 lb up at 14-0-12 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=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 8=-162(F) ll=-44(F) 12=-155(F) 13=-155(F) 14=-134(F) 15=-161(F) 16=-206(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 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 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 M Te kRisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713181 PKS1966C-T CJ1 JACK 9 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:09 2018 Page 1 I D:rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-ZN7dFIJy4jh WgbLvlhuoDYDpG8o6gpVPrcMB77zTRNa 1-0-0 1-0-0 1 0-0 1-0-0 Scale = 1:T0 2x4 = 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 0.07 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-7-8, 4=-0/Mechanical Max Horz 2=41(LC 12) Max Uplift 3=-7(LC 12), 2=-58(LC 12) Max Grav 3=1O(LC 19), 2=130(LC 1). 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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. 9869 MiTek USA; Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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. Addaional temporary and permanent bracing IY) 4 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p Tek' fabrication, 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713182 PKS1966C-T CJ2 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 3x4 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:10 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-1 Zh?TeKarOp NSkw5sPP 1 mlm_ jY7FZGkY4G6kgazTRNZ 2-8-0 2-8-0 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=104/0-8-0, 2=70/Mechanical, 3=35/Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-53(LC 12), 3=-5(LC 12) Max Grav 1=104(LC 1), 2=70(LC 1), 3=49(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; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 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 Lee PE. No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw 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 ANSIITPII 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 Qty Ply Park Sq HnVMargatel966-C_Tray T13713183 PKS1966C-T CJ3 JACK 9 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:10 2018 Page 1 ID:rffnwM3Wq?GifrcQMh4ZDxyq_6K-lZh?TeKarOpNSkw5sPP1 mlm_fY7KZGkY4G6kgazTRNZ 1-0-0 3-0-0 2x4 = Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-7-8, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-64(LC 12), 4=-4(LC 12) Max Grav 3=71(LC .1), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. 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; Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 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 fora 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 Lee PE No. M866 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 building component, not µ a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Bel 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 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 Qty Ply Hm/Margate1966-C_TrayT13713184FParkqPKS1966C-T CJ4 JACK 1ference optional) Mid -Florida Lumber, Bartow, FL. 3x4 — LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 TCDL 10.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=103(LC 12) Max Uplift 1=-40(LC 12), 2=-94(LC 12), 3=-6(LC 12) Max Grav 1=184(LC 1), 2=124(LC 1), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.130 s Mar 11 2018 MiTek Industries, Inc. rn Apr is tz:3z[l1 zults rage 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-VmFOg_LCcKxE4uU HQ6wGIzl63yRglj_hlwrlCOzTRNY 4-8-0 4-8-0 Scale = 1:17.0 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) 0.03 3-6 >999 240 MT20 244/190 Vert(CT) -0.05 3-6 >999 180 Horz(CT) 0.01 1 n/a n/a Weight: 15 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat, II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior -I 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 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 Lee PE No. 34869 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33810 Date: April 6,2018 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 an individual building component, not rc 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Margate1966-C_Tray T13713185 PKS1966C-T CJ5 JACK 7 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:12 2018 Page 1 I D:rFfnwM3 Wq?GifrcO Mh4ZDxyq_6K-ypmuKMgNe35h23TzgRVrArGYLlvl AErXabrkSzTRNX 1-0-0 5-0-0 1-0-0 5-0-0 2x4 = Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=127/Mechanical, 2=264/0-7-8, 4=64/Mechanical Max Horz 2=130(LC 12) Max Uplift 3=-94(LC 12), 2=-80(LC 12), 4=-6(LC 12) Max Grav 3=127(LC 1),.2=264(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. It, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Lee PE No, 34869 MiTek USA, Inc. FL Ceh $834 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Tbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M) (Qk' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, 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 Qry Ply Park Sq Hm/Margate1966-C_Tray T13713186 PKS1966C-T CJA JACK 2 1 Job Reference o tiena- Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:12 2018 Page 1 I D: rFfnwM3Wq?GifrcQMh4ZDxyq_6K-ypmuKMgNe35h23TzgRVrArJKLp61 AErXabrkSzTRNX 1-0-0 0-11-4 1-0-0 0-11A Scale = 1:12.3 5 1.5x4 I i-0-0-12 1-0-0 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 6 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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) 5=15010-7-8, 3=-18/Mechanical, 4=-1/Mechanical Max Horz 5=50(LC 9) Max Uplift 5=-30(LC 12), 3=-21(LC 9), 4=-25(LC 9) Max Grav 5=150(LC 1), 3=7(LC 10), 4=19(LC 10) FORCES. (11b) -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; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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) 5, 3, 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 Lee PE No. U869 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd, Tampa FL 33610 Date: April 6,2018 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 6 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 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 city Ply Park Sq Hm/Margate1966-C_Tray T13713187 PKS1966C-T CJB JACK 4 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:13 2018 Page 1 I D: rFfnwM3 Wq7GifrcQMh4ZDxyq_6K-SBN85fMS8xByJCegXXzl NOOUT18ZmdU_mE KPGvzTRN W 1-0-0 0-11-4 1-0-0 0-11-4 Scale = 1:14.0 5 4 2x4 II 0-0-12 1 0 0 d 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 0.18 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 7 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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) 5=150/0-7-8, 3=-20/Mechanical, 4=0/Mechanical Max Horz 5=82(LC 9) Max Uplift 5=-37(LC 16), 3=-48(LC 9), 4=-56(LC 9) Max Grav 5=150(LC 1), 3=30(LC 10), 4=47(LC 10) 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; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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) 5, 3, 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 Lee PE No, 34869 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 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 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 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713188 PKS1966C-T D1 MONO HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:14 2018 Page 1 I D:rFfnwM3 Wq?GifrcQ Mh4ZDxyq_6K-wLxWJ?N4vFJpxMDs5EU_wbwXg9SMV2C8_u4ypLzTRN V 1-0-0 6-11-4 9-3-4 1-0-0 6-11-4 241-0 5x5 = 1.5x4 11 Scale = 1:30.5 1.5x4 44 = 3x4 = 0-0,12 4-11-0 6-11-4 i 0-0-12 4-11-0 2-0-4 Plate Offsets (X Y)-- f3 0-2-8 0-2-41 LOADING (psr) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.03 6-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 59 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 8-5-15 oc bracing. REACTIONS. (lb/size) 7=317/0-7-8, 5=224/Mechanical, 6=247/0-7-8 Max Horz 7=157(LC 12) Max Uplift 7=-109(LC 12), 5=-136(LC 12), 6=-65(LC 9) Max Grav 7=317(LC 1), 5=224(LC 1), 6=258(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-273/175 BOT CHORD 6-7=-433/248 WEBS 3-5=-192/268, 2-6=-196/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 7-0-0, Exterior(2) 7-0-0 to 9-2-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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. This Item has been6) 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) 6 except (jt=lb) electronically signed and 7=109, 5=136. 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 Cert 6634 6904 Parke East Blvd. Tampa PL 33610 Date[ April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-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 properly incorporate this design into the overall Bet 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-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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713189 PKS1966C-T D2 MONO HIP 1 1 Jab Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:15 2018 Page 1 I D:rFfnwM3Wq?GifrcOMh4ZDxyq_6K-OXU u WLOjgZRgY Wo2y?DTpToSZocEW?H DYpVLnzTRNU 1-0-0 4-11-4 9-3-4 1-0-0 4-11A 4-4-0 4x8 = 10 1.5x4 II 1.5x4 11 4x4 = 3x4 = 0- 12 4-11-0 - 1- 0- -12 4-11-0 0- 4 441-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 10.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.04 6-7 >999 240 MT20 244/190 Vert(CT) -0.03 6-7 >999 180 Horz(CT) -0.00 5 n/a n/a 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=290/0-7-8, 6=316/0-7-8, 5=181/Mechanical Max Horz 7=112(LC 12) Max Uplift 7=-96(LC 12), 6=-125(LC 9), 5=-94(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-312/141 Scale = 1:24.8 Weight: 56 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 9-10-10 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; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 5-0-0, Exterior(2) 5-0-0 to 9-2-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 Ito uplift at joint(s) 7, 5 except Qt=lb) 6=125. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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-89 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713190 PKS1966C-T D3 MONO HIP 1 1 Job Reference o tior al Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:16 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-sj2HkhP LRsZXAfNFCf WS?0?tHz8Pzx5RSCZ3tEzTRNT 1-0-0 2-11-4 , 4-11-0 5-11-8 6-10-12 9-3-4 1-0-0 2-11-4 1-11-12 1-0-8 2-4-8 Scale = 1:19.9 4x5 = 3x4 = 4 7 6 5 1.5x4 II 3x4 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.03 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=79/Mechanical, 7=199/0-3-8, 6=534/0-7-8 Max Horz 7=78(LC 5) Max Uplift 5=-53(LC 5), 7=-119(LC 8), 6=-302(LC 4) Max Grav 5=96(LC 3), 7=199(LC 1), 6=540(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-363/220, 4-6=-281/129 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=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone, end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 7=119, 6=302. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 145 lb up at 3-0-0 on top chord, and 23 lb down and 51 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=-14(B) 8=-12(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. 34869 MiTek USA, Inc. FL Cert 8834 6904 Parke East Blvd. Tampa FL 33010 Date: April 6,2018 WARNING -Verify 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 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 required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 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 Hm/Margate1966-C_Tray T13713191 PKS1966C-T E1 COMMON 3 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr fb 12:32:1 f 2u16 rage 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-Kwcfx1 QzCAhOopyRmN1 hYEY7sMQoiQoahslcPgzTRNS 3-9-4 6-7-0 7-6-8 8-6-8 3-9-4 2-9-12 0-11-8 1-0-0 3x4 4x4 = 2x4 11 A l.DX4 II 6 - I 6-7-4 0-7-4 3-9-0 6-5-8 6 7-0 7E-8 0-7-4 3-2-0 2-&4 0-1- 0-11-4 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 FBC2017/TP12014 CSI. DEFL. in loc) I/dell Lid TC 0.28 Vert(LL) 0.02 7 999 240 BC 0.47 Vert(CT) 0.04 7-8 999 180 WS 0.04 Horz(CT) 0.00 6 n/a n/a Matrix -MR 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) 8=255/0-3-8, 6=394/0-3-8 Max Horz 8=-100(LC 8) Max Uplift 8=-130(LC 12), 6=-184(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:22.1 PLATES GRIP MT20 244/190 Weight: 34 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 - I) 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.Dpsf, h=15ft; Cat. 11, Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-10-0, Exterior(2) 3-10-0 to 6-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 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 Ib uplift at joint(s) except (jt=lb) 8=130, 6=184. 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 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/of chard members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-69 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713192 PKS1966C-T E2 COMMON 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:18 2018 Page 1 I D: rFfnwM3Wq?GifrcQMh4ZDxyq_6K-o6A18NQbzUpF PzXdK4Yw4R5Hg mk9RtAjvW29y6zTRN R 3-9-4 6-7-0 1-0-0 3-9-4 2-9-12 0-11-B 1-016 4x4 = 2x4 II 1.5x4 II 7 2x4 It 6-7-4 0-1- 2 3-9-4 6-5-86 7- 7-6-e 0- - 2 3-7-8 2-8-4 0-1- 0-11-0 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 FBC2017ITP12014 CSI. DEFL. in loc) I/defl Lid TC 0.34 Vert(LL) 0.03 8-9 999 240 BC 0.53 Vert(CT) 0.06 8-9 999 180 WB 0.04 Horz(CT) 0.00 7 n/a n/a Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 9=305/0-3-0, 7=412/0-3-8 Max Horz 9=96(LC 11) Max Uplift 9=-151(LC 12), 7=-194(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-233/255, 4-6=-244/255 Scale = 1:22A PLATES GRIP MT20 244/190 Weight: 36 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=15ft; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 3-10-0, Exterior(2) 3-10-0 to 6-10-0 zone; cantilever left and right exposed , end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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) 9=151. 7=194. 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 Cert8634 6904 Parke East Blvd. Tampa FL 33610 Date:' April 6,2018 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 an individual building component, not « a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil 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 ANSIITPIt 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, Alexandra, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qly Ply Park Sq Hm/Margate1966-C_Tray T13713193 PK31966C-T E3 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:19 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-GI kPMjRDknx6176quo39dfdReA3GAKet8AnjUYzTR NQ 1-0-0 0-10-12 2-11-4 4-7-4 6-7-12 7-6-8 8-6-8 1-0-0 0-10-12 2-0-8 1-8-0 2-0-8 0-10-12 1-0-0 4x4 = 4x4 = 3x4 11 6-7-12 0-1- 2 0-10-12 2-11-4 4-7-4 6-5-8 6 1- 7-6-e 0- - 2 0-9-0 2-0-8 1-8-0 1-10-4 0- - 0-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.09 10 814 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.07 10 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR 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) 11=324/0-3-0, 8=434/0-3-8 Max Horz 11=-90(LC 6) Max Uplift 11=-274(LC 8). 8=-373(LC 9) Max Grav 11=333(LC 19), 8=434(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:21.1 PLATES GRIP MT20 244/190 Weight: 39 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=15ft; Cat. II; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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 100 lb uplift at joint(s) except Qt=lb) 11=274, 8=373. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 185 lb up at 3-0-0, and 26 Ito down and 145 lb up at 4-8-0 on top chord, and 24 lb down and 118 lb up at 3-0-0, and 12 lb down and 120 Ito up at 4-7-4 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=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=-14(F) 4=-8(F) 10=-12(F) 9=-7(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 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 6,2018 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 an individual building component, not 6 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYII is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the gi'rQi k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSS-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 Qty Ply Park Sq Hm/Margale1966-C_Tray T13713194 PKS1966C-T FT1 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:20 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-IVInZ3SrU53yfHhORVbO9sAb9a Wrvn DONgXGO?zTRN P 4-8-0 4-8-0 4x4 = _ _ , Scale = 1:19.5 4 3 1.5x4 I 3x4 = LOADING (psf) SPACING- 1-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 10.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MP DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.01 3-4 >999 240 MT20 244/190 Vert(CT) -0.02 3-4 >999 180 Horz(CT) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=548/0-7-8, 3=363/Mechanical Max Uplift 4=-320(LC 9), 3=-188(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-526/327. 2-3=-341/194 Weight: 33 lb FT = 20% Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B, Part. Encl., GCpi=0.55, MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) except (jt=lb) 4=320,3=188. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 144 lb up at 0-1-12, and 303 Ito down and 277 lb up at 2-2-12, and 144 Ito down and 21 lb up at 4-1-11 on top 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=-30, 3-4=-10 Concentrated Loads (lb) Vert: 1=-289 5=-303 6=-144 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 Lett PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33818 Date: April 6,2018 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 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 il building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing n A 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 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713195 PKS1966C-T J3A JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:20 2018 Page 1 I D: rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-IVInZ3SrU53yfHhORVbO9sAd_aVTvnDONgXGO?zTRNP 1-0-0 2-11-4 3x4 ll LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.01 4-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.01 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR 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) 5=19210-7-8, 3=68/Mechanical, 4=27/Mechanical Max Horz 5=110(LC 9) Max Uplift 5=-42(LC 12), 3=-94(LC 12), 4=-18(LC 12) Max Grav 5=192(LC 1), 3=78(LC 19), 4=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Part. Encl., GCpi=0.55, MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 2-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5, 3, 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 Lee PE No, 34869 MiTek USA, Inc. fL Cert 6634 6904 Parke East Blvd, Tampa 1`03616 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 116II-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 g 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and 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, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hm/Margate1966-C_Tray T13713196 PKS1966C-T J3B JACK Qty 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:21 2018 Page 1 I D:rFfnwM3Wq?GifrcOMh4ZDxyq_6K-Dhs9nOTTFPBpHRFC?D6di4jm3_geeETAbUGgZRzTR N 0 1-0-0 2-11-4 1-0-0 2-11-4 Scale = 1:19.0 3x4 = 0-0-12 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MR Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=192/0-7-8, 3=68/Mechanical, 4=27/Mechanical Max Horz 5=122(LC 9) Max Uplift 5=-30(LC 12), 3=-100(LC 12), 4=-24(LC 12) Max Grav 5=192(LC 1), 3=81(LC 19), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 270-12, Interior(1) 2-0-12 to 2-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 5, 4 except Qt=lb) 3=100. 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 Cert 8634 6904 Parke East Blvd. Tampa FL 33816 Date: April 6,2018 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 an individual building component, not rt 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 property damage. For general guidance regarding the fabrication, storage, delivery, erection and 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, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713197 PKS1966C-T J4 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:21 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-Dhs9nOTTFPBpHRFC?D6di4jp2_rceETAbUGgZRzTRNO 1-0-0 4-8-0 1-0-0 4-8-0 2x4 = 4-8-0 n_a n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TIC 0.27 Vert(LL) 0.03 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.04 4-7 999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=118/Mechanical, 2=251/0-7-8, 4=59/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-87(LC 12), 2=-77(LC 12), 4=-6(LC 12) Max Grav 3=118(LC 1). 2=251(LC 1), 4=85(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.2 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-7-4 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 Lea PE No. W60 MiTek USA, Inc. FLCert6634 6904 Parke East Blvd. Tampa FL 33610 Date:' April 6,2018 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 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 p A'°,• li" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713198 PKS1966C-T ]J4A SPECIAL 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 0. IOU 5 rvmr I rcu 10 Ivu I— 111 emu"', "'. , <..,.. , ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-htQY_kT60iJguagOZwdsFHF?2NBiNhJJgW0 gTRNN 2- 0-1 4-8-0 2- 0-1 2-7-15 Scale = 1:16.2 3 6 4, 1. 5x4 II 1.5x4 II LOADING ( psf) SPACING- 2-0-0 CSI., DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 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) 6=17510-7-8, 4=175/Mechanical Max Horz 6=56(LC 12) Max Uplift 6=-45(LC 12), 4=-88(LC 12) FORCES. (Ib) - 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; Cat. II; Exp B; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 2-0-1, Interior(1) 2-0-1 to 4-6-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 6, 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 Lee PE No, 34869 MiTek USA, Inc. FL Cod 8634 6904Parke East Blvd. Tampa FL 33610 Date: April 6, 2018 WARNING- Varity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ft mail 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 NJ 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 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713199 PKS1966C-T J4B SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:23 2018 Page 1 I D: rFfnwM3 Wq?GifrcQ Mh4ZDxyq_6K-94zwC4UknORXWkPb7d85nVo8ZnXv68yS3olwdKzTRNM 4-8-0 4-8-0 1 3x4 = G 2 Scale = 1:14.5 4 3 1.5x4 I 3x4 = 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 FBC20171TP12014 CSI. DEFL. in loc) I/defl Lid TC 0.33 Vert(LL) 0.02 3-4 999 240 BC 0.23 Vert(CT) 0.04 3-4 999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 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) 4=175/0-7-8, 3=175/Mechanical Max Uplift 4=-67(LC 8), 3=-67(LC 8) 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; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) 4, 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 Lee PE No. 34869 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 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 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 Dot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i'"e` 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 ANSI1TPI1 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 City Ply Park Sq HrtUMargatel966-C_Tray T13713200 PKS1966C-T J7 JACK 12 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:23 20i8 rage i I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-94zwC4UknORXWkPb7d85nVo3onS568yS3olwdKzTRNM 1-0-0 7-0-0 1-0-0 7-0-0 2x6 = Scale = 1:22.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.14 4-7 >580 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017(TP12014 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=342/0-7-8, 4=90/Mechanical Max Horz 2=175(LC 12) Max Uplift 3=-135(LC 12), 2=-99(LC 12), 4=-8(LC 12) Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11. Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4 except Qt=lb) 3=135. 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, Ina. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 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 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713201 PKS1966C-T J7T SPECIAL 6 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:24 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-dGXI PQVMYKaO8u_ngLfKKi LBABI I rbCcISVU9mzTRNL 1-0-0 2-7-8 4-9-91 7-0-0 1-0-0 2-7-8 2-2-2-2-7 2x6 = 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 TCDL 10.0 Lumber DOL 1.25 BC 0.69 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=169/Mechanical, 2=346/0-7-8, 5=107/Mechanical Max Holz 2=175(LC 12) Max Uplift 4=-115(LC 12), 2=-97(LC 12), 5=-26(LC 12) Max Grav 4=169(LC 1), 2=346(LC 1), 5=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:22.9 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.22 6 >371 240 MT20 244/190 Vert(CT) -0.32 6 >258 180 Horz(CT) 0.16 5 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 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=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0.-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5 except at=lb) 4=115. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 iT@ '° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margale1966-C_Tray T13713202 PKS1966C-T KJ2 JACK 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:25 2018 Page 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-5S5gcmW_JdiF12ZzE2AZswtV1 bDca2SIW6E1 iCzTRNK 1-5-0 4-1-7 1-5-0 4-1-7 Scale = 1:17.0 2x4 11 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 0.27 Vert(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 16 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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) 5=217/0-10-5, 3=79/Mechanical, 4=33/Mechanical Max Horz 5=83(LC 5) Max Uplift 5=-195(LC 4), 3=-88(LC 4), 4=-46(LC 4) Max Grav 5=217(LC 1), 3=79(LC 1), 4=68(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, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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 Ib uplift at joint(s) 3, 4 except Qt=lb) 5=195. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb up at 1-6-1, and 97 lb up at 1-6-1 on top chord, and 7 Ib up at 1-6-1, and 7 lb up at 1-6-1 on bottom chord. The design/selection of such connection This Item has beendevice(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). electronically Signed and 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 (plf) Vert: 1-2==-60, 2-3=-60, 4-5=-20 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 6=69(F=34, B=34) 7=8(F=4, B=4) signature must be verified on any electronic copies. Julius Lee PE No. W69 MiTek USA, Inc. FL Ceft 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 test I WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.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 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 ANSIITPIII 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713203 PKS1966C-T KJ3 JACK 1 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries, Inc. Fn Apr b 1232:25 zultf Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-5S5gcm W_JdiFl2ZzE2AZswtUcbDAa2SI W6E t iCzTRNK 1-5-0 4-1-1 1-5-0 4-1-7 Scale = 1:18.7 5 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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) 5=218/0-10-10, 3=79/Mechanical, 4=33/Mechanical Max Horz 5=129(LC 5) Max Uplift 5=-157(LC 4), 3=-123(LC 8), 4=-17(LC 5) Max Grav 5=218(LC 1), 3=79(LC 1), 4=69(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; Cat. ll; Exp B, Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone, end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Casale): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) 4 except (jt=lb) 5=157,3=123. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb up at 1-6-1, and 95 lb up at 1-6-1 on top chord, and 5 lb up at 1-6-1, and 5 lb up at 1-6-1 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). T Item has been ectronically signed andelectronically LOADCASE(S) Standard sealed by Lee, Julius, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plf) Printed copies of this Vert: 1-2=-60, 2-3=-60, 4-5=-20 document are not consideredConcentratedLoads (lb) Vert: 6=69(F=35, B=35) 7=7(F=4, B=4) signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 94869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 uilding a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT@kx is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, 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 Qty Ply Park Sq Hm/Margate1966-C_Tray T13713204 PKS1966C-T KJ3B JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:26 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-Zef2g6Wc4xg6N C8AomhoP7Qfo? WBJVlvlm_bEezTRNJ 1-5-0 1-5-15 4-1-7 1-5-0 1-5-15 2-7-8 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 NO BCDL 10.0 Code FBC2017/TP12014 61.5x4 II I 1-5-15i 4-1-7 1 CSI. DEFL. in (loc) I/defl Lid TC 0.34 Vert(LL) 0.01 5-6 999 240 BC 0.32 Vert(CT) 0.01 5-6 999 180 WB 0.06 Horz(CT) 0.09 4 n/a n/a Matrix -MP 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) 4=22/Mechanical, 5=-26/Mechanical, 6=334/0-6-7 Max Horz 6=129(LC 5) Max Uplift 4=-72(LC 8), 5=-26(LC 1), 6=-275(LC 4) Max Grav 4=26(LC 18), 5=31(LC 6), 6=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1:18.7 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) 4, 5 except Qt=lb) 6=275. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb up at 1-6-1, and 95 lb up at 1-6-1 on top chord, and 17 lb up at 1-6-1, and 17 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=69(F=35, B=35) 6=7(F=4, B=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 Lee PE No. 34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ILA Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not N u 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 tj /;''rS k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , n, e fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713205 PKS1966C-T KJ4 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:27 2018 Page 1 I D: rFfnwM3Wq?GifrcQMh4ZDxyq_6K-1 rDR1 SXErFyz?MjM MTD 1 yLzgwOrx2xV2_Qj8m5zTRNl 1-5-0 3£-3 6-7-3 1-5-0 3-6-3 3-1-1 U4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 10.0 Lumber DOL 1.25 BC 0.42 BCLL 0.0 Rep Stress Incr NO WB 0.09 BCDL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=75/Mechanical, 2=356/0-10-10, 5=184/Mechanical Max Horz 2=133(LC 4) Max Uplift 4=-62(LC 4). 2=-166(LC 4), 5=-57(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-358/127 BOT CHORD 2-6=-188/336 WEBS 3-6=-362/202 Scale: 3/4"=l' DEFL. in (loc) I/defy. Ud PLATES GRIP Vert(LL) -0.05 6-9 >999 240 MT20 244/190 Vert(CT) -0.11 6-9 >733 180 Horz(CT) 0.00 5 n/a n/a Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) 4, 5 except Qt=lb) 2=166. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 to down and 11 lb up at 1-6-1, 3 lb down and 11 lb up at 1-6-1, and 3 lb down and 47 lb up at 4-4-0, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 2 lb up at 1-6-1, 2 Ib up at 1-6-1, and 5 lb down at 4-4-0, and 5 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 12=4(F=2, B=2) 13=-10(F=-5, B=-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, U869 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date:• April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 Laatrusssystem. 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 MOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, 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 Qty Ply Park Sq Hm/Margatel966-C_Tray T13713206 PKS1966C-T KJ7 JACK 4 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:27 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-1 rDR1 SXErFyz?MjMMTDIyLzpnOre2tG2_Qj8m5zTRNl 1-5-0 5-2-6 9-10-13 1-5-0 5-2-6 4-8-7 Scale = 1:22.6 2x4 = 1.5x4 II 5 LOADING (psf) SPACING- 2-0-0 cSl. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 TCDL 10.0 Lumber DOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr NO WB 0.36 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) 4=129/Mechanical, 2=513/0-10-10, 5=332/Mechanical Max Horz 2=186(LC 4) Max Uplift 4=-99(LC 4), 2=-224(LC 4), 5=-124(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-785/243 BOT CHORD 2-7=-340/708, 6-7=-340/708 WEBS 3-7=0/277.3-6=-769/370 3x4 = DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.03 6-7 >999 240 MT20 244/190 Vert(CT) -0.07 6-7, >999 180 Horz(CT) 0.01 5 n/a n/a Weight: 42 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 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) 4 except 0t=11b) 2=224, 5=124. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-1, 3 lb down and 11 lb up at 1-6-1, 3 lb down and 47 lb up at 4-4-0, 3 lb down and 47 lb up at 4-4-0, and 29 lb down and 79 lb up at 7-1-15, and 29 lb down and 79 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 4-4-0, and 22 lb down at 7-1-15, and 22 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plD Vert: 1-4:--60, 5-8=-20 Concentrated Loads (lb) Vert: 13=-59(F=-29, B=-29) 14=4(F=2, B=2) 15=-10(F=-5, B=-5) 16=-37(F=-18, B=-18) 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 6634 6904 Parke East Blvd, Tampa FL 3300 Date: April 6,2018 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II-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 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 ANSIITP11 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, Alexandria, VA 22314. Tampa, FL 36610 s SystemNumberingrGeneralSafetyNotes PLATE LOCATION AND ORIENTATION 3/4' 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 -18 For 4 x 2 orientation, locate plates 0- 'lid' 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 width measured perpendicular4x4toslots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: 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. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2-3 o WEBS cab 4 0_ m O O U p6 _ 0- U O d C7-8 C6-7____i C5I O 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 NUMBERS/LETTERS. 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 Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by 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 specked. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 12,_ 0„ T_ 0" S/B 4'- 8" S/B U 11 All1 M 61 O N M M J1 U J3 Q Q Q U M U o J CJ5 L r J4A Cz Y N L D3 A r L D2 3, 0„ c m OF J7 (7) o r L -A m U z FT1U5' 0" JB J3 ri w J3 6 w w 1 C B N VT I o LLI J I J7T o a J Q m v v C)C 3 J7T U Q a Qu- U w= Z o0 C 5 J7T I cl, I I Y' J7T I o' om J7 (4) I----- J7 CJ5 CJ3 i C 5 C 3 1 Lr>Q Q Q Q Q Q Q m m co C 1 U U m V v v v E 3'- 0" T- 0" S/B I, 41'- 0" , , 12'-0" _ 12'- 0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. E N J J L 5 - HUS26 FLR. HGRS O 1 - HUSC210-2 CONCEALED FLANGE 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW. FLORIDA 1966 - C 12" TRAY OPT. PKS1966C-T N/a ',10-617=Bmax 91 1 LC G:v COPY City of Sanford Building and Fire Prevention Product Approval Permit # $ - 1 g 20 Spec' Form S4NFDRD OFPAR^ Project Location Address 3 2 32 Lddh L11 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 M1 Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94/T40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 174992 Horizontal Slider Casement Double Hung Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL1210,4.1 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 lCambridge 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. 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 Park Square Homes Please Print) June 2014 Florida Building Code Online https:/huww.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGE VX.._ 4 5 elR a y i74W x?.r •a&.. r. ..,..« _ .3,,...,.w; :.r..u.t;::..,':# ras:wzw.—3 i; $ .:%rid BC IS Home log in User Registration ' Hot Toots Submit Surcharge Stats & Facts i Publications FBC Staff BCI$ Site Map Links Search i0 iCsa . Product Approval PLO USER: Public User kPrgvpl f t+^_.riu > Pr,,rJlMrl qr fif i I;rals,rz r;.s.z:' > ALpI cCr :_;-el > Application Detail g FL # FL8871 R8 til.1"'" RevisionApplicationType Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FE 8811 R8 COI lbw Certificate + f jndep-,,.jgence.pdf' Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/ 15;12018, 5:00 PM Florida Building Code Online https://wviw.floridabuil(irng.org/pr/pi-_app dtl.aspx?parain=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date. Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL$871,_._RB..._.Egu.y__(b),Equ.ivalency_of._Standards.pdf Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products FL # I Model, Number or Name 8871.1 a. ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes' Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871,1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 8871.2 I b. "ClassicCraft" or "ClassicCraft Rustic' Series s, .......... .. .................. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions, 8871.3 ; c. "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; N/A Other: See INST 8871.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites; which have been stained or painted within six months of Installation.) 8871.4 i d. "ClassicCraft" or "ClassicCraft Rustic' Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: N/A other: See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been Description 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Installation Instructions FL887_1,_R8 II (h Inst 88I1.1,pdF Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL887; R8 AE_(b) Ftal 887F Created by Independent Third Party: Yes 3 6 x 8'0 Impact Opaque Fiberglass Single Door (X) - Inswing or Outswing installation Instructions F0871. _R8_I1__(b) Inst_8,871 2,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party; Yes Evaluation Reports FL8y71_R5 AE (b) Fval_ f47 j..,2,.pdf Created by Independent Third Party: Yes 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Installation instructions FL8871 R8 IL_(b)__In5t._8871.3„pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party; Yes Evaluation Reports FL887-1_R8 AE ib) Eyal,_88.71,3..pdf Created by Independent Third Party: Yes 1 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with sidelites (OXO) - Inswing or Outswing installation Instructions FL8871_Ri fI (b) inst 8871,,,4,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Ft_8871 R1i_AE (6LEval ft871.,4 "pelf Created by Independent Third Party: Yes 2 of 4 4/15/2018, 5:00 PM. Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... stained or painted within six months of Installation.) 8871.5 i e 'FiberClassic" or "SmoothStar" 310 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series j Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871. R8_II_(b) Inst 8871 5 pd_f 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 8871.5 for Design Pressure Ratings by FL8871 R8 AE W va.l.:_§871 S..pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.E f. "FiberClassic" or "SmoothStar" TO x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use i Installation Instructions Approved for use in HVHZ: Yes i FL8871 R8 Il,.._(i.) I nst-8871,_6.pd.f. 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 j Other: See INST 8871.6 for Design Pressure Ratings by 1 FL8871 R8_AE.,..,(o) Eval 88?1_Apdf l 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 "Y part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.7 g. 'FiberClassic" or "SmoothStar" F........ 9 - _...... .. TO x 8'0 '7m act" Opaque Fiber lass Sing le Door with Series I Sidelites (OXO) Inswing or Outswing Limits of Use I Installation Instructions 1 F R8 I__(b) Inst._188711ApprovedforuseinHVHZ: Yes 8871 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 t Other. See INST 8871.7 for Design Pressure Ratings by FL8_871 R8 AE_(b) Eva..l.._8871. 7_.pdf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar Sidelites, this product approval requires the use I of "Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h 'FiberClassic", "SmoothStar', 6'0 x 810 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 8871.9 L "FiberClassic", "SmoothStar", ClassicCraft" or "ClassicCraft Rustic" Series Installation Instructions FL8871 R8._11_(b} In t8$71.gdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871_R_8_ AE _(b)-Evaf og71_.8.pdf Created by Independent Third Party: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Limits of Use instanatron instructions Approved for use in HVHZ: FL8871( ) 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 8871.9 for Design Pressure Ratings by F_L8871__.R4..._A_E_,(b)_Eval,_8871.9.odi 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.) Bade rNeatrr... . 3 of 4 4/ 15/2018, 5:00 PM Florida kuilding Code Online https://www.floridabuilding.org/pr/pr-app_dtl.aspx?param=-NNGl VX::. r Contact Us:: 2.60i BIa1r_`3kone Road 7aEtahassee EL Phone, B$0 487:-1824 The State of Florida IS. an AA)EEO employer. Cppyright 2007-2013 State ofFF LdL :: Privacy_ Statement kc ssib¢i y Statement:: gefund Statement Under Flonda law, email addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity, Instead, contact the office by phone orby traditional mall. 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, FS must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee: However email addresses are public record. If you do not wish to supply a personal address, please provide the department with an email address which can bemade available to the public. To determine if you are a licensee under Chapter 455, FS., please click her:. Product. Approval Accepts: 111" kklai 34tk x 4 of 4 4/ 15,12018, 5:00 PM GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the"High Velocity Hurricane Zone" (HVi 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' t'ne opaque door compiles with Section 1626 of the Florida Building Code and does not require an impact resistant covering. The non impact s:delte must be protected with an impact resistant covering complying with Section 1626 of the FBC. 4. When used in oreas outside of the "HVHT' requiring wind borne debris protection, the opaque door complies Mth FBC Sections 1609.1.2.& R301.2.1.2 anddoes. not require an impact resistant covering. The opaque door meets missile level'V and includes Wind Tone 4 as defined in ASTM E 1996 and FBC Sections 1609J.2.2 & R30.1.2.1:2.1. The nonfmpact sideiites must be protected with an impact resistont covering complying with FBC Sections 1609J.2 & R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. b. Site conditions that deviate from,the dotoils of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #4 Under active doors, and cl sills used under the sidelles, meet water infiltration requirements for "HVI-IT'. 8. Inswing configurations and outswing configurations using sill item #5 under the door do not meet the water Infiltration requirements tar the "HVHZ" and shall be installed only In non -habitable areas or of habitabtelocations protectedby an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DEsawrioN 1 Typical elevations, design pressures & general notes 2 or panel details (Smooth star( 3 Do or panel details (Fiber classic) 4 S' ufafit e,pa nel details 5 ' Ft@a orntdl cross sections __.._. 6 Vertical cross sections 7 Vertical cross sections 8 Buck and frarr e anchoring - 2X buck masonry construction_ 9.. Erameanchoring-lXbuakmasonry construction ,......... -- 10 Components &.Glazing details _ 11 Bill of Materials 71JYMAX.O.A.MAW: WEUtti ---- 37.T5' MAX. FRAMEWIDTH 36.0(' MAX I r PANEt WIDTH a -- - I S = y Or d N a a O i 15.Sd" ArfAX. FRAME WIDTH l tllt tysY 13.75" MAX. ^ PANEL WIDTH \ N V Q d OVERALL, ' DEVG-N PRESSURE ( PSF) DOOR TYPE SWING " FRAME POSITIVE NEGATIVE DIMENSION INSWING 71.75" x 98.09' 60.0 MO SMOOTH OUTSWING 71.75" x 96.5W 65.0 65.0 STAR INSWING 71,75" x 98.00" 60.0 60.0 FIBER OUTSWING 71.75" x 96.50" 65.0 65.0 CLASSIC See Sheet .10for design pressurelimilatlons. e N_T:S. ev Dw5 er: LFS ANG'1, 04 FL- 8871.7 j i or I r DETAIL A -A DOOR PANEL Smootn star' j 000aaoaa ' Q2, 0000000 oaoe 0, 000000 t O'6000000 aLL a0000 0000000J. 000000'00 OOa00 ODU000 G000 m OUOOa0000 0 00000, W 0000000 ti 1 HRJG E STP£E oo. 0000 coouc, 28:$6%OPEN 000000'oo 00000025 AREA MAX': aaoaaao0000000DD000G-00 DETAIL A -A Panel reinforcement y 1 43': LOCKS1ttF 55 801TOM RAN EXTERIOR INTERIOR: 2 VERTICAL CROSS SECTION' 2 E N.T.S. er DWS e ar: LFS 3 VING'ND.: - FL-8571.7 G I k 64 66 b7 bl EXTERIOR E L DETAIL A -A -f o DQO$ PANEL b0 Flber classic 0000000 \ 000000000000000 0.000000.0 000000- 00000000. 000000E cocoo o0000000 0 000000U000000 00000.6`-B-S coao 0 00000 0 0000000a0o0o0.00 00000'00 0000000000000000000000.0 0000000. 00000000 DETAIL A -A Panel reinforcement m 28:86% OPEN AREA MAX. INTERIOR: AL CROSS SECTION uf tt1 HfNGESTtLE I 1.53" -•- c I[: J V1ly ss & ant Rn 1 EXTERIOR i D• A j j n rn 611 acne •z r. an o zm m0 V, r ctcJ C Ul OLQ a m aa i fps e c o E o RR INTERIOR. VEJMCAL OSS SECTION LJ = z 22108 S tE: N.T.S. o mc: er: 0WS m HK SY: LFS ; M,WtN0 No- 0 FL-8871.7 ° a 13. WMAX PANEL WIDTH I CSC v a X cc" ii P I 3 L— D 70 SMELRE PANEL 700R r-1.53" o U 71 TOP RAIL Skl7I o 2 E 72 gidelite 12 1 IBOTTOM RAIL 73 Sidelfle a 9" MAX. D.L. EX REOR U INTERIOR U 1 HORIZONTAL CROSS SECTION 4 ( Classic trait & rustic) 5. 57" MAX. D.L. EXTERIOR INTERIOR 2 HORIZONTAL CROSS SECTION' 4 I( ber classic( MAX. D.0 EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 4 ( Smo thstarj T G2 a, EXTERIOR INTERIOR EXTERIOR Q O INTERIOR ' q5 EXTERIOR 2_ tA' t j z' 47 w z 49 Em g. a mov g o a 0. 23r 4 9 z m L c w a 0 n INTERIOR 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION Classic craft &rustic) 4 Ober classic) 4 (Smooth star) NURNINI 1. 1 i w Z hN •- z U DATE: 05122108... scuE, N.T.S. DM. BY: mis owX. err LF5 ? DW, K9N0 NO.: FL- 8871.7 a esKw 4 of f i N I' S E E P a t HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION Outswing shown - inswing $ Outswing shown - inswing also approved also approved 4 g\ 2 Z (aj aro 9mov c ii a a m dam 8 ° co zT O JTd c ,q ix Z q0 EE (n 1 TE l J 11 I-1/A" MIN. co sEMB. (TYP.) RIZONTAL CROSS SECTION awnw/IXsub-buck m NTERIOR XTER106 O_RI ZONTAL CROSS SECiiON iswing shown - inswing o approved lot I UI I I jz nc^vC a ann^z °o a+h:05122108 z scM6: N.T.S.. ° owo. aY: DWS m cra. BY. LFS DRAWING No.: FL-8871.7 ° o SHM 5 of I I. Z O; LDL w zzd ou- EXTERIOR fgINTERIOR t VERTICAL CROSS SECTION 6 Outswing shown - inmdng also approved EXTERIOR INTERIOR d z m QO e 60 10 9 EXTERIOR -- INTERIOR 1 2 VERTICAL CROSS SECTION 6 Shown w/tX sub•buck' EXTERIOR INTERIOR s sheet 1 Infiltration INTERIOR o m nn JOtpWEXTERIC / r rlr. 1 o M m 0 tll fpos p Z a.Z V C- W. 40 60a= o0 w S03`a E z V o fry o UV wrr qVERTCAL CROSS SECTION ` o Outswingconfigguration o see general notes sheet 1 a a for' NVHZ" water infiltration requirements Y a m r o a INTERIOR EXTERIOR N " N 9. Ln m 0 n n v do 6f) VERTICAL CROSS SECTION Outswing conGaurawn see general nohes sheet 1 for " H V HPwater infiltration requirements E N. T.S. BY: DWS BY. LFS MG NO, FL-8871. 7 n b of 11 SEE 6z 70 NOTE 1 9 8 aZ/1AEXTERIORINTERIOR T VERTICAL CROSS SECflON 7 Outswing shown - inswing also approved NOTE: 1. Screws thru head and sill Jamb located S' from each end and O.C. (TYP.) line. EXTERIOR INTERIOR I 4 VERTlCAt CROSS SECTION 7 Inswing configuration a a I z v i l m /crc .= w NOTE 1 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 7 Shown '11Xsub-buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 7 Inswing configuration gam• L,` INTERIOR EXTERI gyp` "z 8 m 0 1 z SEE rr n s N o i o NOTEM i 713 a e p E m m 8 go ° oa 11 a- o 0 zig® rs- 11 E ii ;; iJ CS% ci 1n: Lj UW 3 VERTICAL CROSS SECTION m 7 utswhgconfiguration o INTERIOR EXTERIOR J« NOTE 1 w v. VERTICAL CROSS SECTION 7 Outswing canfiguration W= 111HIm w = Z eY 17N Z U OS 22/08 z E N.T.S. arc 04NS m ar: LFS 3 rc awo rm.: m FL- 8871.7 0 0ET 7_ aF 1 i Ea n o B4-_. ice-- I:,q 7 l 1 3- 1 N j z I TYP. NERD & o V MASONRYf I I I JAMBS i I MASONRY OPENING O v m a a D OPENING it I': SZ O sa I{ I I 1 in N FRAME 2XBUCK- I MULLION li OER I I q O L ccROWNTYP, SILL j o IIiONLY I F f TYP. I I 2X BUCK 1 MULLION ws II I{ II I K I L . II II TYPP•SRL o xY" I II Ll m® a YrF^3r BUCK ANCHORING, CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers maybe adjusted to maintain the min. edge distance tomorfarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjgints, additional concrete anchors may required to ensure the "MAX. ON CENTER" dimension are riot exceeded. 3. Concrete onchortable: ANCHOR ANCHOR MIN `:,MIN CLEARANCE:;tMtN CLEARANCE` TYPE: TlIE EMBEDMENT TO MASONRY EDGE 70 ADJACENT .: ANCHOR 1/4" i•1/4, 2" 4" TAITW ELCO 1/4" 1.1/4" T" 4„ ULTRACON® WOOD SCREW INSTAUAIIUN nurra: L Maintain o minimum 5/8" edge distance, 1" end distance, & }"c.c. spacing of wood screws to prevent the splitfing of wood. 0 HINGE JAMB FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL STRIKE JAMB LATCH & DEADBOLT DETAIL N F W oo nQ rncv•-Z 05/22 OS N.T.S. err DWS. c Fx: L.FS 3 ffm NO_ FL-8871.7 t ET THESE 12) ANCHORS REQ'D 3' -- ONLY WHEN DP > 60,0 PSF 4' ti a I o I I f TYP. HEAD Z3 n N MASONRY JAMBS n , OPENING U FRAME TYP. I BUCK AP, SILL TYP. 8 K ! TYP, SILL S 3 , HINGE JAMS FRAM EANCHORING Masonry iX buck construction e CONCRETE ANCHOR NOTES: I Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortarjofnts, 2. Concrete anchor locations noted as MAX. ON CENTER" must be odjusted to g maintain the min. edge distance to mortar joints. additional concrete anchors LL may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table 5 MIN MIN CIEARANCk„ MIN CLEARANCE: ANCHOR. _. ANGHOR MASONRY TO ADJACENT TYPE,; S1ZE ENT: TO EDGE ANCHOR .::: ITW 4- TAPCON I. WOOD SCREW INSTALLATION NOTES: n Maintain a minimum 5/8" edge. distance, I" end distance, & i"o.c. spac'ng of wood screws to prevent the splitting of wood B STRIKE JAMB LATCH d DEADBOLTDETAIL NINGE DETAIL IKI I i O O ^ N J z y N N^ Z U OS 22 08 i e N.T.S. ° er. DWS m' BY, LFS 3 xwo Ho: FL-8871.7 0 a 9_ of 11 5.77' - - T TRIES 0 D Inswing adjusiatile 4 THRE HOiAOuts,i,o caasldl 20 INSWING 51DEMSpacer 1 J2" GLASS _.... 3/4" THK. BITE GLASS 1 /8"TEMP. AIRSPACE 1 /8" TEMP: I SWIGGLE GLAZING 24 SPACER INA1La7G GljLulpDd glass 7HRESHOIDdl ``/ Inswingaustable 11RESHOLD 5 Outsvring standard 4A 2J INSWING SIDELITESpacer 7/16" GLASS` WE — 1"THK: GLASS 118" TEMP. AIR SPACE 9 8 , HEAD & SIDEJamb 2.17' —{ LI 22 •OLRSWING SIDELRESpacer 71W GLASS BITE 1 /2" THK. GLASS 1 /8" TEMP: I 1/8"TEMP. AIRSPACE 1/8"TEMP. SW'IGGLE GLAZING .25'' STEEL4714SPACER24N7ERCEPT 23 SPACER GLAZNG DETAIL G3 GLAZING DETAILG2l%T fnsuiaied g ass1"Insulated g3ass r m sokLE: N. T S. DWG. ar: DVIS c w. ar LfS aPolN NoNO.:. FL-8671.7- 3 BILL Of MATERIALS n riff •'••... f t YV on z n 4. Z] x0 U @ a a6 maw d o g N0Jn: o Fo N m N m o a a a m m n` O v O W 0 W zO O 1 F mkk o a maa s 5 z nrnan NOTE: WOOD DOOR COMPONENTS:. PINE (SG >= 0.421 F 4 MNv-Z DATE: 05122 0S _ SCxe; N.T.S. Dwc. sr: 0W5 m cK ar. LFS 3 DRAWING.. NO, m rL—f3877.T o SHUT, i-1 OF ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I X. BUCK SG >= 0.55 WOOD 40 SMOOTH STAR. DOOR -SEE DOOR PANEL DETAIL SHEEP FOR DETAILS B 2X BUCK SG>- 0.5541 DOOR SKIN 0:072" TWK. (SMOOTH. STAR} Fy=.6,000 PSI MIN. FIBERGLASS C MAX. 17d'' SHIM SPACE WOOD. 42 TOP RAIL (SMOOTH -STAR} D 1!4" X 2-3/4" RFH ELCq CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR} WQOD/LVL. E MASONRY - 3;000 PSI MIN. CONCRETE CONFORMING TO ACI 30T OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 4d HINGE STILE SMOOTH STAR) WOOD 45 BOTTOM RAIL [SMOOTH STAR). COMP. F t/d" X 2-3(4" PFH ITW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023"THK.. (SMOOTH STAR _ STEEL Florida Building Code Online https://www.floridabuildiiig.org/pr/pr app_dti.aspx?param=wGEVX... t 5' t - BCIS Home Log in User Registration Hot Topics Submt Surcharge ! Stats &Pacts ` Publications ':. PBC Stag '; BCIS Site. Map Links Search Product Approval USER: Public User Product Ann oval hieaq> PmS;.Uci, or,Applicaticn Sea.rph > t,pplcation_dst.> Application Detail FL# FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FLY533?_R4_COI FLC01..p lf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 l of 3 4/15/2018, 5:03 PM Florida Building Code Online htips://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... 91 Product Approval Method Date Submitted Date Validated. Date Pending FBC Approval Date Approved Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 10/10/2017 Summary of Products _.. _ .. ..__..-_........ FL # Model, Number or Name m Description 15332.1 'SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL1,5.332 Rai11 0_8.,QQ90QE, Approved for use outside HVHZ: Yes i Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 1 FL1.5332..._R4._AE 510$i17_,pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.3 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.4 i SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.5 SERIES 420 ALUMINUM SGDiREINFORCED Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No. Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Installation Instructions FL1533.7..,_._R4._Ii Ot?-04?49 3E.('tif Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332....:R4._AF_.S, OSC?SD.pJf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Installation Instructions Fl15332 R4 Ii,. (3PI r}I2.4.SC,,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F'. 1,533."2._R4__A.E.__51.2.968C p_df Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Installation Instructions FL15332 R4_II_.0.8,-02249C,.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F115332 R4 AF 512969C.[sdr Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Installation Instructions FL15332 R4(1..08-02250_Q f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party. Yes Evaluation Reports FL1..53 R4 AE 5:12970Cpelt Created by Independent Third Party: Yes 15332. 6 SERIES 420 REINFORCED i SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:03 PM Florida Building Code Online https: //www.floridahu ilding. ot-/pt-/pr_apF_dtl,aspx?param wGEVX... Design, Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.7 j SERIES 420 REINFORCED 1 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design. Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332;8 i,SERIES 430/440 ALUMINUM SGD Evaluation Reports EL 5"2 R4 AE 51t1I306D,p f Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions FLI533 R4- II;_08-09501E.p?az Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL1533.2 R4 AE,_53G,80 D qdf Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"x8O" NON- REINFORC€D Limits of Use Installation Instructions Approved for use in HVHZ: No FL7 3:32 R t .[..._:03 005012E,,pdF Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL533?_f24 S E.._ a0849t?., if PRESSURE RATINGS i Created by Independent Third Party: Yes 15332.9 i SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No t L3 `.3 3. R4_II_GS OG3E.I dt Approved for use outside HVHZ: Yes y Verified By: Luis Roberta Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLt53,, ? R4_AE 519ajQQ.p(jf PRESSURE RATINGS Created by Independent Third Party: Yes sadcjnext Co,Ot0,pk Us:: 2601_B1air SSQng Rp a-,L Tellaha esee FL3 .9 Phone: 850-487-1824 The State of Florida. is an AA/EEO-employer. Co y r ht 2P.4? 2Q33- taSe of F ii• PrivaSl'.-jysgmer :: acLeessibility 5takem Rk ::: Refupd to mint Under. Florida law,. email addresses are public records. tf you'do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mait tf you have any questions, please. contact 850.487.1395.E *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 emailsorovided may be used for off dal communication with the licensee. However email addresses are. public record, Ifyou 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 lfyou are a licensee under Chapter' 455, F. S., .please click here_. Product Apprr,; oovvaa.l Accepts: r Credit Card 3 of 4/I5'?018„5:03 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING, CODE, 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER. OF RECORD, 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME .MATERIAL: EXTRUDED ALUMINUM 6063—T5, 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS. REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1'/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9, DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 316" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORSAS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: It FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH -SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN 'ELEVATIONS AND INSTALLATION DETAILS. 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN' IN ELEVATIONS AND INSTALLATION DETAILS. 13:. ALL FASTENERS TO BE CORROSION RESISTANT, 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALL.ATrON 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 S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE STEEL 18GA, 33KSI OR ALUMINUM ° 6063-T5 048" THICK. MINIMUM 15. APPROVED CONFIGURATIONS: OX,..XO, XX,. XP, PX, XIP, FIX I TABLE OF CONTENTS i RMIONS I REV 1 GE5ORIFTION I GATE I APPROVED A ADDED FLANGE AND ',IN INSTALLATION 12/10/1.3 R.L.. 8 REVISED INSTALLATION DETAILS. 08/03/15 R.I_. C REVISED INSTALLATION DETAILS 06/21/17 R.L.. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES; 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES AWN: I OWG NO. IR SHEET NO. I DESCRIPTION Y.L. 108-02249 C 1 NOTES 'GALE NTS °ATE 10/30/13 SNEETI OF 10 2 — 3 ELEVATIONS L RO©ERTO LOMAS PE. 1432 WOOOFORD RO LFWISOLLE, NC 27023 4 — 10 INSTALLATION DETAILS 434-698-0609 rthmaspkfan sspe.com SIGNED: 0612112017 111RL rtfoX///`J S r„r` ti0r5TA TE OF j /ONAL Luis R. Lomas P.E. FL NO.: 62514 R Hi 6" MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX r---C- Q.C. 1 6" MAX 17" MAX O.C. 16" i IAX AME IGHT 6" MAX T 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 48 1,2" x 95" 2. MAXIMUM D. L 0.: 44 5,'8" x 90 515" HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET:(99-04-145) AT38 3/4" ONCENTERFROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS UNIIN UM 6053-TB REINFORCEMENT (568) AT ALL PANEL INTERLOCKS REVISIONS REV DESCRIPTION DATE, APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS. 05/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. CHART # 1 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. QCF AlnrG 4 Cl lt"FT f Design pressure chart (psf) Frame Single Panel and Total Frame Wdth (in) Heigh 30. 0 36.0 42:0 48.0 in) 60, 00 72,00 64,00 96.00. Pos T Neg Po s Nag Pas Nag Pas Neg 84. 0 40.0 58.4. 40.0 50.9 40:0 46:7 40.0 42.0 88. 0 40.0 55.2 40.0 48.0 40.0 410 39.4 39.4 9ZO 40.0 52.4 40.0 45.4 40.0 40.6 37.1 37.1 96. 0 40.0 49.8 40.0 43.1 38.4 38A 35.0 35.0 CHART # 2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED.. SEE NOTE 9:SHEET I Design pressure chart (p4 Frame Single Panel and Total Frame Width in) Height& 52, 4152.445.4 36. 0 42.0 4Q0 84. 00 96.00 in) 72. 00 NagPot Nog Nag Pos Nag 84. 0 5D.9 50.9 42.0 42.0 88. 0. 8.0 48,0 M40.640.6 39A 39.4 92. 0 45.4 45.4 37.1 37.1 43. 1 43.1 35:0. 35.0 CHART # 3 Number of anchor locations required Frame Height Single Panel and Total Frame W1dth (in) 30. 0 36.0 42.0 48.0 in). 60. 0. 1 7Z0 84.0 1 96.0 H8S I Jamb HBS Jamb H&S Jamb RBS Jamb 84. 0 4 6 5 5 6 6 6 6 88. 0 4 6 5. 6 6 6, 6 6 9ZO 4 6 5 6 6 6-1 6 1 6 96. 0 4 8 S- 6 6 6 6 6 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 11"Itr(Ii,, 650 WEST MARKET STREET GRATZ, PA 17030 5 R' Dyj9/mow CENS,•1P SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 ELEVATION l o TATE OF ; lj, DRAWN: DWGNO. REVQ`'GOR14P•.''' 08 C scAE NTS DATE 10/30/13 sHEET29 OF 10 L. ROBERTO L06MS RE 1432 WOODFORD.RD LEMSVlLLE, NC 27D23 434-668- OBO9 NIbmasOlrtomaaae.cnm Luis R. Lomas P.E. FL Noas N FIR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 17 MAX I C r C.C. I 6" MAX 17" MAX O.C. 6" f 4X WE GHT 6" MAX l/ 6" MAX I 2) ANCHORS PER LOCATION SERIES 420 SGO REINFORCED WITMOUTADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED f35.OPSF NONE SEE CHARTS 81 AND ##2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 3/4" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063.T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REVISIONS REV DESCRIPTION DATE. APPROVED A .ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS OB/03/t5 R.L. C REVISED INSTALLATION DETAILS OG/21/17 R.L- NOTES: 1. MAXIMUM PANEL. SIZE: 48 1/2" z 95" 2: MAXIMUM 01.0.:44.5,8"x905t8" CHART #4 Number of anchor locations required. Single. Panel and Total Unit. Width (in) Height. 0 FrameW46 42.0 48.0 in).0 84.0 96.0 Jamb H&S Jamb H&S Jamb 84.0 6 6 6 6 688.0 6 6 5 6 692:0 6 6 6 698.0 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION DRAWN: DWc NO. REY' V.L. 08-02249 C SCALE NITS 1111TE 10/30/13 SIIEEr3 OF 10 I. ROBERTO LOMAS P.E. 1432 WOODFORO HO LEWISVILLE NO 27023 434-6880609 rMmas@NlCmaSPa.crom SIGNED: 0612112017 r,•OENSF9c0 0,61251. G ST.AATTE OF y r'/ ONAL11111 1E Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE. SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR. 11 11 11 11 INTERIOR VERTICAL GROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR. AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2112 SILL TO BE SET IN ABED OF APPROVED SEALANT MIN. ENT AIN. C.— --- 1 3/6" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 W000 SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS DESCRIPTION DATE APPROVED ADDEO FLANGE AND FIN INSTALLATION 12/10/1.3 R.L. REVISED INSTALLATION DETAILS. 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI ssOQQWS 11vk1 WEST M RDEOOORSEETLLC L16 iif E "9 r'- GRATZ, PA 17030 G N S% l0, P 251SERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96"!",1(firFRAMEINSTALLATIONDETAILSSTAT OF w = i T FL ©1 1 A' \4 DRAWN: DWG NO: REV 08 C11 G\~` Luis R. Lomas P.E. FL No.: $2$14 SCALENTS DATE 10/30/13 s"?49 OF i 0 L.-R013EPTO LOWS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 4y4-688-0609 dj maser? kkwspe rorn METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE QiSTANCE 1 f4" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR (k II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MII EDGE DISTF I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 L1" 11- RE` MONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION E182/10/E13R.L. REVISED INSTALLATION. DETAILS R,L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 ME WINDOWS AND DOORS LLC Ri1dL'J<<, D4f650WESTMARKETSTREET GRATZ, PA 17030 J\S . • v•\G E NSF cS' 6125SERIES420SOOREINFORCEDWITHOUTADAPTER 96" X 96" kkFRAME4.11TIAT- INSTALLATION DETAILS pf. 4r DRAWN: Dwc ND. REV Qg D 249 C 6/()N1.A i. Luis R. Lomas P.E. CAL' DAISNTS 10/30/13 5 OF 10 L.ROSERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, AID 27023 FL No.:. 62514- 434-668-0609 domn @6lomaspvx— 1 1/2" MIN 1" MIN. FSEPARATIONEDGEDISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/ 1MASONRY BY OTHERS 1/4" MAX. F SHIM SPACE OPTIONAL 1X BUCK i TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 1 I I I INTERIOR SILL TO BE SET IN A BED OE APPROVED SEALANT a. • 1 1 /4" MIN, EMBE a + DMENT1 G o 2 7/8" MIN 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTAL LAT ION REVISIONS DESCRIPTION DATE APPROJED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETALS 06/21/17 1 R.L. 1 1/4" MIN. EMBEDMENT 1 1/4" MAX. 1•' . y. a SHIM SPACE MIN. INTERIOR EDGE e` DISTANCE o F _ 1 3a e MIN SEPARATION av a .. 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE.IMASONRY INSTALLATION OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3- SHEET 1 NOTES: 1. INTERIORANDEXTERIOR FINISHES, BY OTHERS, NOT SHOWN': FOR CLiR1TY: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED. IN ACCORDANCE WITHASTM E2712 SIGNED.' 06,12112017 MI WINDOWS AND DOORS 'LLC sitlurrrr7j 650 WEST MARKET STREET GRATZ, PA ENSA" 17030Z)+': SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6 5 *7 FRAME INSTALLATION DETAILS tio . STATE OF + y, DRAWN: OWD N0. REV XN. ' cC0R10P++\'E \ VL 08 C scaiE NTS oar 10/30/13. Sfl`-69 OF i0 ONA`I a- L R08ERTO:LOMAS P.E. 7a32 W000FORORD-LEWISVILLE', NO 27029 Luis R..Lomas P.E. No.: 43a68S.060@ Nlomaa@;Aamaspe,crom FL 6251d- 1/2" MIN. EDGE DISTANCE WOOD FRAMING EMBEDMENTOR2XBUCK BY OTHERS j 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR II I 11 11 INTERIOR 0 BE SET IN OF VED SEALANT I o WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. vIENT t UIC {JI>IHIYI.0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER .AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M E2112 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION- 12/10/13- R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE t INTERIOR 1/2" MIN. EDGE DISTANCE 10 WOOD SCREWS EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING WOOD- FRAMING OR2X BUCK INSTALLATION OR 2X BUCK BY OTHERS SIGNED: 0612112017 MI QOWS M RDE DOORS LLC R I ItoWEST ,,r/ 650T J\5 SupGRATZ, PA 17030 y GEMS SERIES 420 SGD REINFORCED WITHOUT ADAPTER a 61 96" X 96" dkp(c4?,yFLANGEINSTALLATIONDETAILSD ; STATE OF , o,—. G\\ DRAWN. owc ND. R 08-02249 FSSrOAL i"1NI10 scALE NTS E 10/30/13 7 OF 10 L. ROBERTO LOMAS P-E: Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 FL N D.: 62514 434.606-0609 a6mascmamaspexom METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/2" MIN. EDGE DISTANCE ' VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION. NOTES: i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ' 1 /4" MAX. SHIM SPACE 3MS OR DRILLING Y A L TO BE SET IN BED OF PROVED SEALANT Im 1/2" MIN. EDGE DISTAN Im J10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS w REVISIONS DESCRFRON DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATIDN DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 ti \Cf NS•gs Z*'• 0y6 51 k' SERIES 420 5GO REINFORCED WITHOUT ADAPTER 96" X FLANGE INSTALLATION DETAILS TAT OF tU O . DRAWN' OWG N0. V.L. 0802249 11 Luis R. Lomas P.E. FL NO.; 62514 DATENTS 10/30/13 8 OF 10 jLROBERTOUAIA5P.E. 7432 WOODFORD RD LEWISVILLE, NC.2.7C23 434-869.0609 Y7om.s@lAomnspe.CDm REVISIONS. 1 1/2" MIN. 1" MIN. REV DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12%10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. a . } C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT t. 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL BUCK 1/4° MAX, TO BE SHIM SPACE PROPERLY 1" o', ,..° INTERIOR SECURED MIN. SEE NOTE 3 EDGE SHEET 1 DISTANCE 3/16" TAPCON a' 3" EXTERIOR INTERIOR SEPARATION s.. - V1 SILL TO BE SET IN v A BED OF 3/16" TAPCON EXTERIOR APPROVED SEALANT 3/16" TAPCON CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETEMASONRYINSTALLATiON MASONRY/ OPTIONAL IX BUCK CONCRETE TO BE PROPERLY BY OTHERS SECUREDKI-- f SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EX I'ERIOR FINISHES, 8 Y OTHERS, 1 1/4" MIN: NOT SHOWN FOR CLARITY: a ` EMBEDMENT 2. PERIMETERS.. AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASIME2112 n ` °< ° SIGNED.' 0612112017 Q MI WINDOWS AND DOORS LLC 11'11111%,, 2 7/6" MIN. I MIN. 650 WEST MARKET STREET R'• LQ SEPARATION EDGE DISTANCE GRATZ, PA 17030 VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT ADAPTER CONCRETEMASONRYINSTALLATION 96" X 96" FLANGE INSTALLATION DETAILS ran ° TAT Or c4 0. DRAWN:. OWG NO. REV i fi :. 40 R 0 'GZ GALE GATE 06 SOE 249 C iiSJaNA `tE\ NTS 10/30/13 9 OF 10 L ROBERTO LOMAS P.E Luis R. Lomas P.E. 1432 WOODFORD RO LEWISVILLE, NC 27023 FL No.: 62514 434-688-0608 rflomas@+rlomaspa.corn WOOD F—MIP'^ BY OTHEF 1 A EMBE APPRON SEAIJ BEHIND 8 WOUD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR i,_ 1/4" MAX 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD. FRAMING OR BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM REV DESCRIPTION DATE APPROVED A ADDED; FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS. 06/21/17 R.I.. 1 5/8" MIN: EDGE DIST, I TRIM a _ a c 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE a BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP - 1 X BUCK TO BE PROPERLY SECURED 3/16" TAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN. METAL STRUCTURE 1/Z" MIN EDGE BY OTHERS EDGE DISTANCEDISTANCE TRIM I. INTERIOR 1/4 MAX. 1- 1 3/8" MIN. F SHIM SPACE EMBEDMENT HOOK STRIP 410 SELF DRILLING INTERIOR VERTICAL CROSS SECTION WOOD FRAMING :OR2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9. HOOK STRIP -1 - SCREW 10 WOOD C PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION ME'7AL "STHUC 1 UHE HOOK STRIP INSTALLATION SIGNED: 06/2112017 2X BUCKNVOOD FRAMING MI WINDOWS LLC WEST M RDEDOOREETRS GRATZ, PA S F,- ti E N @FiP% 17030 6 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96"— NAILFIN & HOOK IMSTALLATION DETAILS S?TATOF NOTES: DRAWN: oWG NO, REv LORi P SiS' - 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, V.L 08-02249 C. NOT SHOWN FOR CLARITY. aG DNA, SCALEDATESHEET2.PERIMETER AND JOINT. SEALANT BY OTHERS TO BE NTS 10/30/13 lO OF 10 IAA\, DESIGNED IN ACCORDANCE WUHASTM E2112 L. ROBERTO LOMA,S AE LUIS R. Lomas P.E. asP1432 WOODFORO RO LEWIS'ILLS, NO 2702,S 434- 608-0609 rllamss', lrI-wpe wm FL No.: Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG> VX... l:,.x z,,.<xv.. . Rx'x;a;i',.zs • tee. „.,„ w& .a.. tt aaP.. ...,«,. F:: 3: ,(rb a` • x ` BCIS Home Login User Registration < Hot Topics ! Submt Surcharge Stats & Facts Publications FBC Staff BC[S Site Map l.Unks Search bProduct Approval USER: Public User roduCt.B:, t' ary{I >'ro u t or Aool' a{igIl > Agp-kalkm L . Application Detail FL # FL15279-R5 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@ciopay.com Scott Hamilton shamilton@clopay.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 Y—e—an ANSI/DASMA108 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 FL ta?.7Jw ttS_ :g aly 2(}1708.0.9 fE3C - D A S M A. 10Ble, ggiv,pd`. 171- 15274 .!. Ecluiv 2017i809, FBC DASM.A 115,e.gule.pdf 1 of 7 4/I5,'201.8, 5:17 PM Florida Building Code Online https://www.floridabuil,ding.org/pr/pi_app_dtl.a,spx?param=wGEVX... 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 10 FL # Model, Number or Name 115279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G; 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, j 6130, 6131,6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20`PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the, building code but DOES NOT meet the impact resistant requirement for windborne debris regions, The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-1A471: GD15P, GR1SP, GD1LP, GR1LP, AR1SP, AR11-P, ED1SP, E.D1LP, 4132, 2132, 6132 SFC3$ MFC38 l . _ . . ..... .. .. -- -... 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). Pagel/8 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) WINDCODEO W3 Garage Door Certification Agency Certificate i L15.2„79_R5_G SAC Letter with pro 4` at contract ad f ra..i2f of Inspectlgn ,pdf FL15279_R5 C CAC_W _L tit _Int rcetr..Pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5.2.79-_R5_.I_j_10165S-Rev12,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) WINDCODEO W3 Garage Door Certification Agency Certificate Fi 1577g..WRS. 4.._CAC Lette with_.pro f.oi, Cor Crael_ar? Ilroof of i¢r :pz l unl df fUSS279 R5 C CAC W-3 1I_istir It LLrtt Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions 1` 1_15279 R.5,..I1.....10952:::1?e:YQLPd€f 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 8131 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI.15279 R5 C CAC _Letter _w_11_prpcg_glcan_tract:_and..pr-of Approved for use outside HVHZ: Yes or inspectlrn p<1f Impact Resistant: N/A FL152:9 Ra C.._ AC Ci Inc1__Entprtek;.pdf Design Pressure: + 20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building, code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5- T - 10-i17`a-RevOl .pdf. windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA,'Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions ( ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, I 1-3/8" Double -.skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https: //ww w. floridabui lding. arg/pr/pr_app_dtl .aspx?param=wG E VX... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 P5F/-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: GD1SP, GR1SP, GD1LP; GR1LP, AR1SP, AR1LP, ED1SP, 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). 15279.6 i 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131,8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). l Certification Agency Certificate f Li52:79_RS C__CAC_Lettcr with proof of cantrac._.a..nd proof of inspectiaQ,P! f L152,7't R,a._sr._CAC_W 3 List fig iµnterke k<piif Quality Assurance Contract Expiration Date 105/21/2028 Installation Instructions 1`1_15279 k5_1110Jj5N-Rev13.pgf I Verified By: Intertek Testing .,Services NA, Inc. I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate F1,15279_ RaC...!."AC_ Letter with prcof af.contract and_prgef of mspectio.0,pdf FL1.5279 R5 C CAC_r73 Listin_lntertek Pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL;I.5279R5_._11. 104028-Reve],..pd..f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11. 1.1..., ....... 1..__ _... _....... Double - skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE() W3 Garage Door Certification Agency Certificate FL15279 R5.,i _. CAC _Letter, ti,_Eth roaf of eontrgc!_ nd rpof Of in ect€op.pdf _ FL15279.,_ R5_C...CAC W3_ Listing__Inf. rtek.pcf. Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions F1152. 79 R5 L[_ I0416E3-Pev0`„pqf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 7 ( 007 W3-16 PAN-21`153: 73, 1500, i Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE@ W3 Garage Door 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 windborne 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, j 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200; 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate FL1, 5279. RS_sw_Cc'iCLettc€ _with_proof-,rf cgntract_3nd I ropf of n_pectio .pdf FL1$ 27g RS. G.. r'AC..._'u5. L€st€ng_::Intartek.pclf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions i L15.213,(35_ii_1Q1308-iW vb pr f 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 FL15Z. 79 RS_C._f.9C_Letter wkli..proof pf_vunt€act._aild...Rrccf of i115 _P Uon,pdf I1152. 74 R5 C, CAC Listing._Intertek. pdf Quality Assurance Contract Expiration Date 05/ 21/2028 3 of 7 4/15/201.8, 5:17 PM Florida Building; Code Online https://www.floridabLiilding,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 FL15279 R5 II_ 1016S2-(3 Reyj,Lpdf windborne debris regions. The product: without glazing DOES j 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: 15279.9 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP,. AR2LP, ED2SP, ED2LP, 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: +28 PSF/-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Gallery/Artistry/Expressions: 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 FL15279, RS _C__CAC, Letter with_proof of contract andproof of mspecbon.pdf FL15279 RS C CAC W4_isting_Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279 R5_II 10 i969-B-Rev02.ildf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 11 1011 W4-09 DSIUO-11<479: Canyon Ridge/ Btookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant; requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate EL15279 R..B_(;_CAC_L2tter w+th_,procf of_contract a d_prooF of irspeet cn,pdf Ft 15?79 __ C_CACW4_I (sting :i_ntertek:pdt Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions L15279 , Rp_.II_104183_-Re_vOLpdf 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) WINDCODE® W4 Garage Door Certification Agency Certificate W5279_ RS C_CAC Lett e..r...v h...prg0..f._af._contracl...d.nd...propf 4f_ lOspecti 2n_ p5>If FL15279 R5 _.C..._CAC Listing_tntertek.pd..f. Quality Assurance Contract Expiration Date OS/ 21/2028 Installation Instructions FL3. 5279 R5 1I 40g456_Rev01.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 12 012 W4-09 PAN-2E151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190,,84A, 94, 76, 42, 48, 55, WINDCODE:J W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 211ST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:+25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Certification Agency Certificate FLI5279 R5 C CAC Letter with proof of contra=t and goof of Inspection .pdf FL1S279_ R5_C_CAC_W4_Lstng_Into Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RS_.I.T_300I59..-6 Itey1.6,,pdF Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVX... 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, 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 building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 1 014 W4-09 SPO-21`449: Grand 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 j windborne 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-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: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279A6 1016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED21-P, 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 of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 1.5279:17 017 W4-1G DSIEO-IF479: Coach ma n/Settl ers/Affi n ity Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letlterwii h.poof of contract_and proof of irspection..p.df. F11.5..2.79__R5_C_CAC W4 Listing Interte df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL1s.279._.B5.._I1_ o AUnB_RaNLULPdi 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 pL15279 R5 C CAC Letter wl fi...praoF of_cantract and proof of inspection, pdf f115.279 RS_CCAC, W4.._Ljstng.._.I..ntertek.ptlf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL_1527Re 4R511103549-v06.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.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279_ R5_C_CAC Letter_with proof of contract and prgof of inspection.pdf F05279 , RS_ C,. CAC_)q4 Listing Intertek, df Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RRS I1 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 FL15279 R5._C_CAC Letter w th...proof of contract_and proof of inspection pdf FLS5279 R5CCAC W4List _____ng.Intertek.pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions j FL15279_ R5 I1 104029.-B-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: j 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./15112018, 5:17 PM Florida Building Code Online. littps://w'v',rw.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: +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 windborne debris regions. The product.without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15,279 RS C_LAC bet.t-,e. h,_proof ?Cconlracl_andproof of inso tion,ndr FL15279 RS....C. CAC_ d r4..__Licting__ntartek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation. Instructions Ft t 5279 R5 _I_103Q46-,Rev07 .pd` Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 18 018 W4-16 DSIU-11`171:-9200, ; Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, j interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, I WINDCODE® W4 Garage Door 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.19 1019 W4-16 DSIU0-11<479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 611ST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, EDSS, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other:The standard glazing available for this product 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 FLl 279 R5_C_CAC etlE:r with_p.roof of contract and proof of inspection pcif ELI5279 R5 C_._ciac W- I I, t ng.._Intprtek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1.5.279_R5_I1_16416.9-RevOa.,p if 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 Certification Agency Certificate FL15279__R5_ C _CAC„ -Letter with._prooF of_cpntl act and proof of irspecticn,pcif FL15279 R5 C CAC W4 UsLinn In ertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5-_1I_104457-Reu02 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) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS _C_CAC _Lefler wltfL.proof af_cantract. an.d_pro..gf gf insP_g~o--p_1 f FU5279 R5 C.._G.4C_ W4.._Listin9..,IntGrt..k.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1.527.2 R5_.it....10tI..1:Jr $ ReviSpdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: sack Next Pagel/8 Mart 0.5:: Tallahassee -FL.32399.abgne: 09_4 7:jU4 7tie State of Florida is AA/EC-0 employee G.o.0.y.Ci9ht-2Q07 2Q1'_$tate.4f Florida., ::',PrivcN _St jtgment r. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic 6 of 7 4/15/201.8, 5: t7 .PM Florida Building Code Online littps://www.floridabuilding.org/pr/pr app_dtl,aspx?pamm=wGEVX... mail to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions,please contact 850.487,1395.E *Pursuant to Section 455.275(1), Mrida Statutes, effective October 1, 2012, licensees licenser] under Chapter 455, F.S. mast provide the Department with an email address if they have one. The email. provided maybe used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address; please provide the Department with an email address which can be madeavailable to the public. To determine if you area licensee under Chapter 455, F.S., please click flere. product Approval Accepts: MITI M ® ctil Credit Card Safe 7 of 7 4/ 15l201.8, 5:17 PM NfBiELM1E SitE§ (SEE T ARE FOpRppOfY). NFU y M ESA T SfLca+OeQli1F1A C oPrrNN Yavn§ "'—"-_ OPODNAL ouTSmE wa Loci, AlA%. oodt WAIN - 16'-0• pASAO' 9.m Nf$m_RN4vL 910YN..'"'RAM Nmw FIORT RNR'O-PANEL IB A APP4"m wou I TK SOSMS SCtEYYS O aA Fm HlMES 1 ..v"Ym,. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. ter" SHEET 1 OF 11 REY. L. DATE OESCR[PT I,/30/07 ADDED EXTENDED HEKA4TS, ODMBR to OB/m/08 ADDED M/N 423, 488. 55S 1O/21/08 ADDED M/N 4F 12 8/2008 ADDED 'CAMLA4E HOUSE' EMBOSS 13 8/2010 UPWTED 'MODEL TABLE. it 1/2012 RENSEO WIND SPEED TABLE 'FORA OPTIONAL. GLAZING WAY BE STANDARD OR IMPACT 15 4/2012 AWED IMPMT RESISTANT OPTION. RESISTANT GLAZING. SEE :SECTION B-B FOR DETAILS. MAX. STANDARD SIZE 15 42-1/2'z16': IMPACT RESISTANT GLAZING IS O• .Asa CA 1 u- V-BNCt IN 2-1-2i-2-1 PATIII8/ ttC MD U-BV6. DN BOR SECTION, ONE 0-8AI6 ON NOO BD:IfON. ETC) 20 f l YAL m — DOOR FOI ATM PATENTED TOG-L-LOC SYSTEM TOP. lWTTOM d: i iF1O. YEW t• m—alrWw_ W. SECTION A-A-L%QE VI£WT. 20 GA.L GALV. STEEL v{e sP3 MIN. YEILD STRENGTH: 50 KSI 2' THICK H I_ (BO'H SDF51 rrn[ o,om a 3" TIIO PGrT 1a0.1WG a 1-7/8 I wT z e`er. wa. 12 GA, GAIN. STEEL TOP yRO[ ROLLER BRACKET. EACH a #RAC AA EEOE5/8STAL SHIP LAP JOINTS. SCREIYS. F 'E lAD]L1a1 14 GA. GALV. ROLLER HINGE. EACH. HINGE FASTENED TO END SRlES WITH (4) j14z5/8' SHEET METAL SCREWS AND (4) 1/4'X3/4' SELF TAPPING SCREWS. SEE VIEW "B 1:/DENSITY POLYSTYRENE FOAM INSULATIDN LV 1-S/16' THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 3' TALL X 20 GA. GA. STEEL U-BARS IN 25 CA MIN. CALM. STEEL SKIN ON2-1-2-1 PATTERN (I.E. TWO U-BARS WITH A BAKED -ON PRIMER, ON BOTTOM SECTION, ONE U-BAR. ON NEXT ION AND. A BAKED -ON POLYESTER\jt SECT, ETC:): EACH U-BAR ATTACHED TOP COAT APPLIED TO BOTH WITH(2} 1/4'z3/4" SELF TAPPING SCREWS SIDES OF 'STEEL SKIN. PER STILE LOCATION. nn GaNT-NETS wT oaXED§ M OfsMN uHw FpT ra RRMIR rN0 sPmia calm mat Acrawc m TK rtaroA rmHG cone a ne .naeM>mNa rack mGE (N+>m DN Amr-TD) Fax ratu•Dm vanaw: O mxm pAaw, 2) GmT N+S 7.GF AWm H wt0a6§ F,v 2014, ]) N(Y gOpF TIOPG A'D !/ li4TtIG r AccOmmcE ttM ANR/DaNA tOL FEE-E01G GY.OAAlIDN5. 8'A WALLIN oEroN mDCCsm1NL wrtsru. ' v¢ vErw MD MS Lro iw us G @ f 4-GD.t.GD t,C LC t c+N. Nunn zs n' er 1s 2D• 13 GA GALV. STEEL. BOTTOM BRACKET. ATTACHED WITH (2) /14z5/8- SHEET METAL SCREWS. A'_UMINUM EXTRUSION VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF & -24.5 PSF TEST LOADS: +36.0 PSF & -37.0 PSF vtNDLDAD MAX DOOR SIM y9 MPC: PAN-2Ft53 R1ATING W `Y 1 6'D"w X 1.6'O"H DATE, 1/3/97 oEscRlprtDro CLASSIC AND CH RP STEEL PAN ENGINEER: MAW riESTERPIEID.. p. EER: MA. ppBuilding Products 11585 DUKE BLVD. MASON. OH 45040. VN BP JAC DOUBLE -CAR, 16'W +24/-24.5 PSF P.E. f25832. com aft 513} 770-4800 CHECXED BY- ORnVENG NJNBERi YER, E f8t513 QOPO'/ Cafperotbn.AH F1g11A.R..mvatl. Mww B 101711 IBC' SNStT PM EL. aF [I AUASH MACE .34E' RATSED PNEL FJ1eO2S lEn1S ADOC11.S 25 GA S GA ITS aaraT Gass. Grow. Gnu.ERr ORSS WSry ARW ARSSV MAL EDSS I E.- C/RUIt'L 14JSE' IDOMs- a DP U AARS Oi1cKJITSECTi fWOGO F+TM' n 4 U TO — 4 4 J/ems lK StlE RSd1 zadl 2a' CQIRAS. f-tV DA 'RA9f1iR FE9UWSD. ll6 7' 3' TO 91 SGEI'15 WY K (AUT105tPW( (aUT HOr QOtSiD) TO F11oAQ A PLUSH NDT m 6FTR LW0. 10 10'4' D e MgRITwO SUSA'Z igRMONTAI tAY D 00 109' iO tl 18" 4' T(I tE R to JJ9yJ' SLLBm N/tl10R QUUS OM ZT CENTERS I2.000 M MW. OONOSaj wnl 14' ' 9 a l5' 0 ]TiCItfN OKOSrt W15 RIRAR: EO r sum ANCHWS. OR trk3' TAPCON SCREW Ofl 17' CENTERS (LOGO P: MEN. OWCKW 00 W GT: TIIERS (C-e0 &PCR).. 1' OD. WA s WR TWOM1. A11010RS MAY BE COUNtEPSttlK MMO NOT grAtBttD) m PAn4IDC A RLSN TaOLL(RMQ SVdACE HOfdEONfAL..{wBS WNOT If4ti4TER LQr. REiE11 TO GSW lD3-f eT. A UCEI6ED C®CM PTAfiSSlalrL wr .4ao NE ENPLOYm ro NNtAE KTERHWM FASTUM A! 0/M V cm.'MPM®NS pREPFRArDN OF .At11m Rf ORIQtl. STOP LLalRC61G W DOOR RATAU(R (ID WK) 2a 1ETVDW P K JWa m f. fm+. GLV. STEA F/0 S1EF p u GW. s1EEL NTM sOmE IMPACT RESISTANT ASSEMBLY DETAILS DD AVANG 1017, O1711 •A SECTION B-B (IMPACT -RESISTANT GLAZING OPTION1 OETAi U' OIIIOMIL OCOORM'L axs MOLTRW V A ND ElWml pl 60TAr6 Hlv-a s fDT. (emMe Aw FACNX). oeaMMNe rRORr FM c sucac SNNIT TENRrR Sim BOM IIM PPAaR). 01 -P[CF R£ LigN iRY5TF1Oi 12TNN11 FA]fW[N TD FIUY[ %TH alam a IE)AN ( ID). En . s/+' PAN 1FA0 MAo1rAt eeT[Ws. 0.aD1A ARE DTALE N9VICE WRHAL'w IN THE F'UON STANDARD ASSEMBLY DETAILS DRAWIEVG 10 171 1 - B SEr110N B-B (NON - IMPACT RESISTANT GLAZING OPTIQN rRONr rRAME WTM U. V. COA11Nc W1 W'TvAX SURFACE NOTE TH I FRONT FNWE IS "MOM THAR E-rYACr-RF94lkR FRAME. 40:KQ e1SAE. IRE f¢TNNFR. iaaa/ 1' PAN MEN1 5(2iER. STR DARD ASSEMBLY CONSTRLu' 21 OPROWL A .Dee OR 1/a N.'r1aA NES AVASA&E.' QIR— ACIRIIC aKAn SMRDAAORRTON. 1.Um CP AT9RdIE0 CC2 PLu`OC.N.ICCg1IYNCF 114R1 NC/fl)c T E mw DOOR' TwIeLrINSTAL= w COMPJM WYH TMLS SWTADN MEETS THE WINO LOAD REQUei01ENT5 of THE rtmu ouwkc Com OR wmQ `IOAML 6utOOtO CNE IRn IEET 111E RPACI RFSSIANT REOU AE 11r' 0IaE DEHWS REaw1Is REF. C14PRR to FDC/ Lac). SHEET 2OF 2 MAN aTe's%fe'. t'-s - r I ' rrCAW. eaw o sEW ta' ID. RLlR10 ('WRAIT MTII (a) /IHS/D' SHEET FISlt>a01 LONE PER RDumI IRTK SNEERS. 2' G V. STEEL TWA FASRJER TO la G GA.V. EOLLpt IeNGE FAOi NNOE iz G. Gtv. sim. TRIER WVZW S FASTpMD ro rw mxs wrH (a) VAXX A) AWW TO E BPICrLT flA. a• SfEEI NETIL SCRENS. AID (a) IExN 0!$ ta'ta/ a' 00.F$ t WJf' 1/4'W.. EQf IMPNC 9G8.f5. OR )1Y0 1(4' W. HO'S 2• 10 W L. SHORT SrUA STEEL. RREER ""H spOa. OR NYLON lei almsaatMveama ik1NE OCSK I OF THE 4111PPORTIINO SRWCM'+FL f1FNQ1TS s11M1 K THE T ESP(RWBiRY aFTHEFaWESSFINLOFRFC (OR TE DUEARtG OR gIF„CRE E NQ AM ACCOfUANCE ARM C RaW 91.51DN0 COM fOR THE LOADS. Is= CN THE ORAWalO. DATE OESERIPTStDi Ifs T-- I SEE REV=QN HISTORY ON SHEET ONE clopay IGN ENGINEER: MARK. WESTERFELO. P Mao OUKE BLVD. ROA PL ,484Dp, Building_- ProduCTS MASON. OH 45040 513) 770-4800 RE, 12M52. COn1PanY NAMABOVEDOESLOAD TRACKCONFIGURATION '.. THEODOR OPENING NOT AFFECT THE. WINO RATING OF THIS DOOR, HOHa ITIL 1T2ACH s1Y arr ar DOW -ST. (TO slEn a' TKL. OODIT3 AMO uncm - LHR TOP BRACKET iJ CA G4Y. SIE4. FIAC BPAA2IfT. OOL'RLE HORIZONTAL FAOI fASRNEO ro m> DO JAMa 1RHt TRACK WOOD LAG SCREwS.OR3) s/16•= i- sJa'. ODODTJBLF 7'RAQ(' IOW HEADROOM nt OPTION 2' GIV. SiTEACH, ERIL iRAC% 1)YOtPff: A00• - - L, hP. 2-1/2'Atz u G.LV. STED. TRAOot (W.bcET. 4) TW4K eW wrs PER SOL tm1P:I6A'°' a 1R[ HOTa'aowx TRACT( SLRPoRT 8Y aoDlt R1SlM1ER (ro 51RT} Duals ovFR a' TALL z- 1J4GLV. StEFI. itAG aRACA3T. t, EACH FASTENED ro Morn NM® RRK a/Te•n-s/a• uc aGReWs 2"OM` STEML TRACK, TR" TMIXNM. OeO• Mal. g j1rjFN1CL BCTyEEM ,Ho Too T D ..m 8 xar TD rXCEFD Jo•'" as 1 fim FDR DoaRs OVER. 121- Q' HIGH. iRAr2( CONFR:{ TKN S NOT fl E% cEED w>. GPACNe rODVDE6 cpISTA.T rAC10R1' FOR MORE RTNL F RW. 3- t/C DESIGN LOADS: +24. 0 PSF k - 24.5 PSF TEST LOADS: +36.0 PSF do - 37.0 PSF YIN0.G•D RATING MAX DESK 31ZFI C: PAN-21`153 W 4 16'c"W x 16*0"H 1/3/97 DESCRIPTI(A CLASSIC AND CH RP STEEL PAN IN By, JAC DOUBLE -CAR, 16' W +24/-24.5 PSF DRAYDIG XUNDERVfR XED Dr' MWSY 101711 IBC Florida Building Code Online 1 https://www.florid6building.org/pr/pi- app dtl. asps.?p aram.=wG E V X.... s 6z cn n aCis Horne Log In i User Registration ,Hot Topics Submit Surcharge Stats & Facts Publications ! FBC Staff acts Site Map ? Links! Searchµ{ Fla 1n Product Approval USER: Public User Frr d Ct %4rnrnvai hivr7u > Prrrt+ 4?;; nr ApRIY.3tk n. ,e rC:h > pRi atkn..,L.,k . > Appli—tion Detail FL # Application Type Code Version Application Status 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 FL17499-R3 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. MT 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 Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/l.S.2/A440 2011 Method 1 Option A I of 4 4/ 13120'18, 7:05 AM Florida Building Code Online htgis://www.tloridabuilding.org/pr/pr_app_dti.aspx?param=w6EV.X .. Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/15/2018 01/21/2018 Summary of Products FL # I Model, Number or Name i Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use ; Certification Agency Certificate Approved for use in HVHZ: No FL17499 It9 C CAC ftlL"Jindovds - 185 Sti_(Fir} Impact Approved for use outside HVHZ: Yes Impact. Resistant., Yes FL17499 R'3_C_CAC MI_Wjndow;i 38.5-_SH.tFin) Impact (5) Design Pressure: +55/-55 lapne_pdf Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL1'7499 _R3 CCAC MI..11;ndotir5_-.185 SH Fizri.ge; .impart bedded in Pecora 896 sealant. (3 f 17499.2 185 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 i 17499.3 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +60/-60 Other: R-PG60* 17499.4 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60* rL17499 R3._ C._.c Ac P1I_ vYindows... 185-SH. (RaIrIgeLlmpact 4). pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL.1.7444_R3 I7._CJE1 025458_pdF Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL174S9^R3..__AE.._5;13321.8-.pdf i Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate F-LA"99 R3 C..-CAC A.PC(13357,)Ei726.Q1,-1Q9,t7-_R0 185 i SH f FLG. wa i ez.0 pd, hL17499 R9 C_c A(_. Pgl...Windows - 1855H ti-in) (fJdf fL17499 R3 C_CAC 9I N i,_,dnxs...- 1A5 pcf fl I7499 R3 C....CAC MI Edows=185 S( _(f lan N) Pdf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499.._R3_11_08-02' 49B,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL1,7499..._R3 AE..._513327_B-44_..pof Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass 1 Certification Agency Certificate FL17499 R3_C_CAC-,APC13363)E1729.01-109 17-RO 1`I.5 SH EFLG larue,pdF fL1749 R C C H.CAC i1, hinddt_- 185(Fir)_(19.pdf tlI l^vind v 5..- 185 SH. (Frn)(14 . _c!f FLI7499 _R33 C CAC I4I LVindav s.... 185SH_{rlange} 11 j pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17 #, 99 R3.__1.108-025SB_pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Ft, t7499_R3..._AE.._513s28B S.,.pci` Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate GAC A_PC_H114(i2.01-id.9.-47.-R9..._185SH 042522), pdf Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/ 13201.8, 7:05 AM. Florida Building Code Online https_//www.noridabtiildinb.org/pi-/pi..app dtl.aspx?param=wGEVX... 17499.5 Limits of Use 185 SH Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 17499.6 i 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 Limits of Use 185 Triple SH Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +50/-50 Other: R-PG50* 17499.8 i 185 Twin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI 1199.-R3 AF_5]4082_.pdf: Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499.._R3 . Windn,vs_ 1.85 SH_(Fn.}..1m-pa..ct FLI7499 R3 C:.-CAC Ml._Windors_ 1$5St9,((In),Il7.paCt i 3},pc"t FL17499 R3.,._C CAG Mt1:Wind ,v . ....Ifliagglimpact 2).,.Pdf FL174 9 M3 C__CAC hti._tNinciows,__,1nS.SN Flange}_In7pact. 51'pclf Quality Assurance Contract Expiration pate 10/10/2018 Installation Instructions FL17499 R;3__TI 08-02.5.94:E3-_I,-31df Verified By: Luis R Lomas PE 62514 Created by Independent Tbird Party: Yes Evaluation Reports FL17499.113 AE 513320B.-:1.p f Created by Independent Third Party: Yes. 52x84 Fin/Flange Frame IG/SGSingle Hung Certification Agency Certificate FLi74 , R3 CAC. AP.C...(1336;?)E1725,p1-109 4i R{i1..$5 4H F!G s jtverJ-5-8TC J_8A 52 i 8X I4„Et6p(1.(74191f3_C2t#{' FIs1? 4?9 P3 _C CxL: htl._^lindt w if35 SH....(Fin 09..hpdf EL17494 M 3_C CAC MI._Wundo_w_.s_-. 18 N—(Ein FL13439 R3 -C CAC P91._Wmdow :-_11SSi (Mlange1-L9)pcif Quality Assurance Contract Expiration Date 10/ 0912018 Installation Instructions FL!. 749'- 3K3..._It_._0..8. f}2S4.6t3..'. pdr` Verified By: Luis R Lomas PE 62514 Created by Independent Third Party:. Yes Evaluation Reports FL17499;_ R3..._AF_5._t337.2g Created by Independent Third Party: Yes Illx72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/ SG Single Hung Certification Agency Certificate F. 1.11499 R3_C CAC i1I.V miiows..-._1£3 3H_Tripl-(._F.n) 3LPdf fLt7499 R1 t...._AC_tiI'_4tiin&ws_L}3SI.Itiple.( nl FL17492._ R3_-_-CkC..._h1.1:...4Vl.rldaws=ifi!7._SN LIP!e_(Flan_gej Q).' Pdf F1 17499 R3....C.,CA MI...trJ. inc:nw-,„l,il a.',H..:TriRie CFlangrl 0)-. Of Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions FL17499 R3,,,,,1I_68 C}2y.:I.I}.I3.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports fl.: 174%9 R3.._A 5.1-3-3 Created by Independent Third Party: Yes 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/ SG Single Hung Certification Agency Certificate FL11499 R3_C_ ;,4C _MI 4Vtndcrtivs_._-_ SRS SH t vin_(Fin} 3} pdr FL1749S, R3..._C,_CAC CI_l,_Windows....]85SHTWI Al (Fn) i 01.pdf FL17499 € t3_t'._C.RtCMI_Windgw 78' SH,Ttvin (Fiango 3},_ pol' 3 of. 4 4/1300 t 8, 7:05 AM Florida Building Code Online littps://www.fl oridabui Iding.org/pr/pr_app_dtl.aspa?paramwG' VX... FL17499R.,3.. C CAC _N1$_L+indoWs,. 185._5H fwin_(Flange) 4),pdf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions I FLi 7 #99 R3 II QH-t3?5}78-7.fi Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17 }r) i23 AE Of Created Created by Independent Third Party: Yes Backl Neztp C-QO lSL_Us :: Z601_81aif @cq ne Road, Tallahassge f _Q9 Phone: 50;487-11i24 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013$tate of Florida.:: Privacy Statement.:: Access] lky StateLent :: Refund Statement Under Florida law, ema':I addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 350.487.1395. '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 emails provided may used for official communication with the licensee. However email addresses are pubic. record. If you do not wish to supply a P. rsonal address, please provide the Department with an email address which can be made available to the. public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Accepts: Wx:j ;, 4 Credit Card Safe 4 of 4/1.3/2018, 7:05 AM. NOTES: THE PRODUCT ' OWN HEREIN IS DESIGNED AND MANUFACTURED TO COI,'PLY WITH r EOUIRLM,._NTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING 0 3E DESIGNED AND ANCHORED TO PROPERLY TRANS _R .ALL LOADS TO STRuCTURE. FRAMING AND MASONRY O NNNG IS THE' RESPONSIBILITY OF THE ARCHITECT DR ENGINEER OF ;RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS -OPTiO 'kL- 4. WHFRE SHIM .OR BUCK THICKNESS IS LESS THAN 1 /2` WINDOW LIM S- MUST EE ANCHORED T-IROJGI THE 'R.AME. IN ACCORDANCE Wffli MANJFACTURER'S PUBLISHED 04STALLATION iNSTRUCI'IONS. ANCHORS SHALL BE SECURc.:l_Y FASTENEDDIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL. SUBSTRATE MATERIAL. S. ' WHERE WOOD SUCK THICKNESS IS 1-1/2 OR GREATER, BUCK SHALL BE SECJRELY FASTENED TO- MASONRY, CONCRETE OR 0114,LR STRUCTURAL SUBS RA , WINDOW UNITS MAY BE ANCHORED THROUGH FRAME "10 SECURED WOOD BUCK IN ACCORDANT EWITH MANUFACTURER' S 'PJB'JSI ED iNSTA(I ,T'i ON INSTRUCTIONS. o. WHERE 1X. BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR M=MBRAiNE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAI FILL FRAME SUPPORT IS PROVIDED. B. FOR ,N INSTAL LAFON SHIM AS NEEDED. FOR FRAME INSTAL LATiON' SHIM, AS REOUI.RED .AT EACH ANCHOR L OCADON WITH LOAD BEARING SHIM.. SHIM 'WHERE SPACE OF I;'16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK. (O BE 1/4". 9. SHIMS SHALL BE LOCATED, AAIPUED AND "+SAGE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULA-IONS. 11. FRA15E !0ATERIAL: EXTRUDED RIGID PVC. 2. UNITS MUST BE GLAZED PER ASTt: E i 300-Dq./09, SE SFIFE T 1 FOR GLOSS DETAILS. 13. AP%PROVED iIMPACT PROTECT!VE SYSTEM S REOU!REG FOR THIS PRODUCT IN WIND .BORNE DEEIR' S REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OF. 2X .BUCK US #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM, EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN !N ELEVATIONS AND INSTALLATION DETAILS. i RLY I DATE A 7ftJYcD A I REUSED AV t..-R 5PACING & CHAIRS C /IF R.L. R PlFt1S.) AS ._.__.____.._.... 1G,l02 /1.7 R.L. 15. FOR ANCHORING THROUGH FRAME INIC, WOOD FRAMING OR.2X BUCK USE #10 WOOD YEWS WITH Su"FVENT LENGTH TO ACHIEVE .A I 1/4" MINIMUM k_MBEDMI_NI 'NiO S_,F3SIRATEIOCATE ; ANCHORS AS SHOWN N ELEVATIONS AND INS:AiA.ATION DFTAIS. 16. fail', ANCHORING THROUGH 'PA1E INTO MASONRY/CD NCRcTE USE 3/'1 6" APCON'S ml-i SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4 WNIMUM _MB-LDMENT INTD SUBSTRATE Y'ITN 2 2" MIN0,4UM EDGE DISTANCE. . LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND NSTALIfiTION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO 6rIE7.AL STRUCTURE USE #10 SMS OR SELF ORILLINC SCREWS VJ;T+ i SUFFICIENT LENGTH TO ACHIEVE .a THREADS MINIF L.m BEYOND STRUCTURE INTERIORWALL. LOCATE . ANCHORS AS SHOWN IN E_E\'A'IONS AND INSTALLA71ON DETAILS. 18. AiJ FASTENERS TO BE CORROSION RESISTANT. 19, INSTALLATION ANCHORS SHALL B_ INSTAL! _ED IN .ACCORDANCE WITH :ANC+TOR MANUFiACT,URER'S INSTALLATIONINSTRUCi10NS AND ANCHORS SHALL N011 BE USED IN SUBSTRATES tl'I'Y STRENGTHS LESS THAN THE MINIWWA STRENGTH SPECIFIED BELOW A. WOOD: MINIMUM SPECIFIC GRA-Vj'Y OF G=0,42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSi. C. MASONRY! HOLLOW/FILLED BLOCK PER ASTMS C90 WITH Fm=2,00DPSi MINIMUM. D. `.1F'IAL STRUCTURE: STEEL 13GA (,048 ) .FY_33KSI/-FU=-)2K51 OR ALUMINUM 606:3-T5 FU=30KSI .048" 71 JICK MiNNMUM TABLE OF CONTENTS SH_ E 'JO DES CRII'TION V . O ES 2 - 3 I E _ VAT CINS 4 - 10 INSTALLATION DETA! LS 11 COMPONE N7 S SIGNED: 1211412017 M' . AND RLLC l tLJo49rJ/,i 650 WEST MARKET STREETN Rt GRATZ, PA 17030-0370. v 1GElys 9' wit• p 5 i}=_ SERIES 185 ALUMINUM SINGLEHUNGWINDOW52" X 72" NON- IMPACTerLp1= NOTES ate,• STATE OF ; , t ORI Q. DRAWN- GYYG 40, G. 08 B 0NAl1EXNNN SD2549 aaTr NTS 12/2QfY4OF11LuisR. Lomas F. E. FL No.: 625.14 L R08ERTO COMAS P. E 1432 AOXFORD RO LEWSVIUE, NG 27023 434-6880609 rlfomask_didomaspe. 00m 2' MAX —h 52' MAX FRAME W!D H i 16' MAX, C C 2" MAX 2" MAX — 52" MAX FRAME WILIH b" UAX O.C. —^ 2" MAX f II 4 y .-- ji16" 5. MAX 3 r / MAX O.C. f i O.C. I r L: N,..X I _.._...... VAX RAME FRAM HEIGHT I j II HEIGHT # / II 4 I 185 ALUMINUM SINGLE' HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW FEVUICNS DESCRIPTION _ m.... DATE I A?PEOVL.D I JISED ANCHOR SFAC:NG A CART<_ Cr/ 1/1F R L. R_VlxO GLASS 10r 02/11? I :.i_. CHART #1 Number of anchor locations required Frame Frame Width (in) Height 18.00 24.00 30.00 36.00 42.00 48.00 52.00 in) Head I Jamb. Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 S 3 5 3 5 3 5 4 5 4 5 4 5 80.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 21 5 3 5 3 5 3 5 4 6 4 5 4 5 72.00 2 6 1 3 1 6 3 6 3 6 4 1 6 4 6 4 6 EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE & FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHARTMI FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING I IMPACT RATING i60.0PSF NONE NOTES. 1. MAXIMU'NI SASH SIZE 1 ' X 2. MAXIMUM SASH_ . 4 58 , " X 32 1/2". 3. M.AXIMIJM FIXED 'J.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 SIGNED: 1211412017 MI WINDOWSAND LLC 650WE ET STREET GRATZ, PA 17630-0370 v •LNGENS' 9Lp o & 251 9r SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON —IMPACT E (1kk FLANGE & FINLESS ELEVATIONS 6 ; TAT 0Z FlQRipp.' \ a` oaAWN. DYIG MD. REv N. G. 08-02549 3 X77/111MALi,0\ sale 'r` snee:r2 NITS72/29/14 OF 11 Luis R. LOTOS P.E. FL No.: 62514 L. R08ERTO 101VAS. P.E 1432 WOODFORD RD LEVVIS VILLE. NC 27023 434- 688-0609 Nlomass^frlomaspe.rom 52" MAX [:FIAME ,NI4T_H -- i---- I 2" MAX - 10MAX O.C. -{ 7" MAX 2" MAX 2. . a:..r Nl l rl10" I(! €I ,, MAX t D. C.. Ij I.I r-, i , MAX I O tl I' I I1 1 I i ' 72" 72„ MAY: + .! MAX FP, G.IJi= '__.._...._. ,y: FP.AV,E HEIGHT HJGHt I1 52" MAX FRAME WIDTH F- 40" MAX, O.C. LLL 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60. OPSF NONE NOTES: 1. MAXIMUM, SASH SIZ 51 ' X 35 2. MAXIMUM SASH 'D.L 47 S X 32. 1/2„ 3. VAXIMUM FIXED D.LL.: 49 3, 9 X 32 1/ 2". HARDWARE SCHEDULE 1 t4. 1(2)METAL SWEEP LOCK AT 6" FROM EACH END INTERIOR MEETING RAIL REIGIDNS P. E'v I'f scm-11 i. h^.-.Y......... Mµ.i_ GATE .APPRGVED P. REV!SEC .ANc.HQR ?AUN6 da CI-5RT5 01/I I/i6 ' R.L. 2" MAX - --L!- l E kt•J 5.1 7-NI?SS (1Q,102fti R,L. CHART # 2. Number of anchor locations required Frame Frame Width. (in) Height 18.00 24.00 30.00 1 36.00 42.00 48.00 52.00 in) H B S Jamb H 8 S Jamb, H 8.S Jamb H 8 S Jamb H 8 S IJamb H 6 S Jamb H-8 S Jamb 24. 00 3 3 3 3 4 3 5 1 3 5 3 6 3 6 3 30. 00 3 4 3 4 4 4 5 4 5 4- 6 4 6 4 36. 00 3 5 3 5 4- 5 5 5. 5 5 6 5 6 5 42. 00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 46. 00 3 6 3 6 4 6 5 6- 5 6 6 6 6 6 54. 00 3 6 3 6 4 b 5 6 5 6 6 6 6 6 60. 0E 3 7 1 3 7 4 7 1 7 5 7 1 6 7- 6 7 68. 00 3 8 3 8. 4 8. 5 8 5 8 6 8 6 8 72. 00 3 8 3 1 8 1 4 8 1 5 1 8 1 5 1 8 6 8 6 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650S X fRll!L/II7 i GRATZ, PA Ai030 0370T EN F9S G 0 6i251 k= SERIES185ALUMINUMSINGLEBUNGWINDOW52" X 7NON -IMPACT FIN ELEVATIONS E li p 0,• TAT OF . \ T _G. ORtDQ• N'\ i`rSl • •\\\ DRAW: D81L, ND. RE`: N.G. 08-02549 B AL' aI IfILuisR. Lomas P.E. FL 'No,: as 4 Sc' NTS DATE 12/29/14. s" EtT 3 OF 11 6: ROBERTO IOMASRE 1432 WOOOFORU RD LEWISVILLE, NC 27023 434-688- 0609 rtbmas@Irlomaspe-m- 1> CESCRIPTF_N I Ar APPROVED CGE r ,c-A*;CEJJ A.-' REVISE) ANC.HCR SPACNG & CNARIS tE k,. WOOD F?AIM€Nr _-- B RC lISEO G S5 G .. ORS2X © ,C Y OTHERS 1 1/4" MIN. LMIBLDMEiJT BACKER ROD --f e i..._......_..._"....,._....! APPROVED r 1 /4" MAX. SEALANT k _ SHIM SPACE 1/4" MAX, WOOD SCREW 7MPEDMEN€ SHIER SPACE I 2" I INTERIOR_ MIN INTERIOR EDGE i III DSTANCE SC 1 j`; , il L......_l NlODD FRAMING — t OR 2X. BUCK - BACKER ROD EXiEA10R BY cIHE s & APPRDVF EXTERIOR SEALANT JAMB INSTALLATION DETAIL g' 2X BUCK INSTALLATION WOODFRAMINGORBACKER ROD Sc APPROVED SEAL AN'. N' OOD FRAMING OR 2X BUCK By O"HERS VERTICAL CROSS SECTION SILL. TO BE SET IN A BED Of APPROVED STRUCTURAL SEALANT 1/ 4' nJAX-. SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WI7 HASTME2112 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC w1 i111r11// 650 WEST MARKET STREET GRATZ, PA 17030-0370 J\' R k 0%f9fi 0 SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT ro FLANGE INSTALLATION DETAILSp OF \ SATCOR10**.Z'`.. J: vc rva NGL,.. 08-02549 J `°"A 1 E, \\ Luis R. Lomas P:E. SC0. L DALE SHED NTS12/29/14 4 OF 11 L. ROBERTO LOMAS P.E. 1432WOODFORD RD LE6WSWLLE, NC;?7023 FL No.:. 62514. 434-688-0609 ,IlomaSCa'l Ol ASPs.CO— MET"° STRUCTI EY O1HE APPROVED SEALANT BACKER I APPRO SEAL STRU BY O 1/L MIN I ED E DIS ;ANCE 1/4" MAX. SHIM SPACE1- P.EvStOrcS FDES :RIPT h D [ AnPRDI'=U A REWSED ANCHOR SPACING Pr. CHARTS 07; 1'/tE R_. I © -T COSE D GLASS 1 10/Q.2/17 ] R.I_ 1j4" MAX. SHIM SP/+CAEIr 3 / 10 SMS OR j ! StAl DRIL_ING j ! SCREW I #10 SMS OR — INTERIOR SELF DRILLING \ INTERIOR MIN LEDGE I DISTANCE (c . EXTERIOR METAL. EXTERIOR STRUCTURE. \- BACKER ROD BY OTHERS _ fir APPROVED 5=Al..AN T JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE S' IN A. 'BFD Or: APPROVED STRUCTURAL SEALANT S W SPACE 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. IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 65D WEST MARKET STREET GRAiZ, PA 17030-0370 SERIES 165 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS oRrvrr: owc ra. N.G. 08-02549 NTS ``A" 12/29/14 5 OF 11 L. ROBERi O LOhUAS P.E. 1432 WOODFORD:RD LEWISVILL$ NO 27023 434.666-0609 Alon>as7lrioalaspamrr! SIGNED 1211412017 L04, 5TAfiTr F xe oZORO B AL' Luis. R. Lomas F.E. FL No.: 62514 e_ 2 1//2" WIN. EDGE DSTANCE CONCRETE/MASONRY--- d, OTHERS ti OPTIONAL ;X FUCK.-1 ° c 4 1 -I!"D MIN. SEE NOTES - 7 - EMB=vh; .T r l 1 J 1 / 4 ' AkAX. BACKER ROD --' SHIM SPACE APPROVED S.EA.ANT p \. 3/16 "APCON INTERIOR j iau i--- g I EXTERIOR' [ 1 itt .0 8_ SET IN ABf . of - BACKER ROOD APPRO ED AP -PROVED SEALANT STRUCT.RAL SLALANr OPTIONAL 1X BUCK -- _._ 1/ T:• ivIAX. SEE NOTE 3 - 7 SHIM SPACE SHEET 1 CONCRETE/'.4ASONRY 3Y OTHERS VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION j4„ MIN E?s FECV7l-\1 [ i COVCRETE/VASONRY BY OTHERS j N° 4 3/16" TAPCON ° l 7rbUG 2 1/2" T0.GF Q DISTANCE REl'SIGN$ oescRPsom T._._.._- onTE APPR.^VED i REVISED ANCHOR SPACING do CFARIS 07/11.1/ 16 R 31.VISED GLASS 10/02/17 R L 1 / 4" MAX. SHIM SPACE INTERIOR J EXTERIOR BACKER ROD I & APPROVED OPTIONAL 1X FUCK J SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETOMASONR Y INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES; BY -OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANTBY 07HERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 M1 WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 1:7030-0370 R. uuLrlr7jNO? 19s r FSERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 51 *= 52" X 72" NON -IMPACT fl ` t4 FLANGE INSTALLATION DETAILSp St x_ u, TATEOF r•, F•, 0R{©Q.• \'`. ONAlt RAWN: G. Lwc .. o. 08 eEv 8 NTS °. nT` 12SOs2T 69OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWtSViLLE NO 27023 434-08- 0609 dlcmas@lrlcn;aspe.com Luis R. Lomas P.E. FL NO.: 62514 NiOUD 'RAMING OR ?X LUCK BY OTHERS 5AC'dEIR ROD APPROVED SEALAN T HACKER ROD APPROVED FALANII VVOOD, 7RAMING OR 2X BUCK By OTHERS EXTERIOR 1/2' IVIN ED&- D SFANCE 1/4" MAX. IM SPACE 10 WOOD SCRF.'.41 R STL 10 f3f_ SE" IN A aEC OF APPROVED 1/4" MAX SHMM SilACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 D`c APPROVE} PEVISEC ANCI l0rZ SPACNG & 01JARTS .7 ' l / 16 1, L_ RE: OSED ' Ss 7 1 / 4" 'I" At- 1/4" MAX ilM SPACE 1/ 2" MIN EDGt INTERIOR DIST' NC7 I p Sc R E'IN UD FRAWNG EXTERIOR gin IX BUCX By O']HFRs BACKER ROD APPRCVED SEALANT JAMS INSTALLATION DETAIL WOOD FRAMING OR:_lX BUCK INSTALLATION SIGNED: 1211412017 YE WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 01011- 111/// R. LID GRATZ, PA 17030-0370\`ti E Nq Lp f* SERIES 155 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS TAT OF 0F0. J- 08-0254 8 10NAl- Luis R. Lomas P.E. NTS I-E 12/2_9_/717_1_1-:_' 79 OF 11 L. ROBERTO LOWS P.E. 14, VVYODDFORDRDLEWI$VIENC27023 LL434- WB.0309 FL No.: 62514 METAL STRUC'i1RE BY C7tiL+35 APPR(iVEi SEA.LAINT 2 MIN EDGE DISTANCr 1 / R" MAX, SHAY 'SPAACE. P.EVfSfC:yS OE_CRIPTQN i,MT.APPROVE[) HEVf E'D Ahi OR SPACING k CHARTS I 071 15 NC REVISED GLASS 1 10/02/17 i R.L. 1/ 4" MAX. S? iiM SPAc'- 0 SMS DR SELF D IL_ING 0 Sms rR l INTERIOR SCREW SELF CRIL IYG INTERIOR SCIRENS 7 r ` 1: rilh r- r J. I r, DISTANCE EXTERIOR y MEVAL BACKER ROD STRUCTURE kAPPROVED EXTERIOR s BY ^ThE S E av" JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKE.IR K A, APPROV SFAI_A VET STZUCTL; EY O' TIf I VERTICAL CROSS SECTION METAL STRUCTURE INSTAI LSITIOAJ 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. E21 12 SILL TO 8L .SET IN A BED CP APPRIOVED E' RUCiURAi. FA „ANT1/4^ JA.X. S'!00 SPACE. SIGNED: 1211412017 DOORS, 1LC MI WINDO650WESTMANRKETSTREETE1I GRATZ. PA17030-0370 y G 4F .cS SERIES 185 ALUMINUM SINGLEHUNG WINDOW 52" X 72" NON — IMPACT PACT FINLESS INSTALLATION DETAILSr TAT OF ,`t e) . 4 h. JR. 1' di:: CNGFC. P,EVtURtV N.G.oa`t 08 02E549 Luis R. Lomas P. E. NTS 12/29/14 8 Of 11 L. RORERTO LOWS RE, 7432. WOODFORD RD L l; WISVII LE. NO27023 4J4-6e8-e609 ruomas r5;rlan,a ps.ca I- FL NO.: 6.2514 plllislJlls 2 REV DESCRIPTION wj, Ef'07'DI[STANCE lPPRDVFD A KVISED ANCHOR SPA;-NG C-11AR7S kl. CO NC RET F/NiASO N RY REVISED GLASS i3O.02/17 j R, L By 01'HERS 4 O"[Dt',IAL 1X BUCK ow SE NOTES 3 - 7 "" MBED.MiJ FMEIEDMINT SHEET T CONCRETE/MASONRY t BY OTHERS OPTIONAL IX 3JCK SEE NOTES 3 7 llet" MAX. j SHFET I SHIM SPACEBACKERROD APPROVED SEALANT 6" TAP::0N 1/4" MAX, 31/16" FA -CON SHIM SPACE INTERIOR INTERIOR f U li-!: L IMF ................ Gr L 2 1 I .. .... . ........... DISTANCE EXTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CDIVCRETAIASONRYINSTALL.ATION SILL TO BE SET IN A BED OF BACKFIR ROD NOTES: APPROVED 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, AFF' ROVED SIRUCIURAL NOT SHOWN FOR CLARITY SEALANT SEA_ANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL IX BUCK 1 /4" !1 DESIGNED IN ACCORDANCE WITHASTME2112 SEE NOTE 3 - 7 SIGNED: 1211412017 Sp. EE ... . ...... . ............ SHIM SPACE MI WINDOWS AND DOORS, LLC Zi 0 Ir_ E -1 E /Iv i AS0 N 0 Y 650 WEST MARKET STREET 9 L 0 GRATZ, PA 17030-0370 BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON IMPACT OF 4 FINLESS INSTALLATION DETAILS STATEOF RA N; N. G. 6 VERTICAL CROSS SECTION 4TS 12/29/1408-02549OF 11"'ON11A1fI CONCRETEIMASONRY INSTALLATION O L ROBERTO LOI P.E 1432 WOODFORD RD LEWISVILLE, AC 27023 Luis R. Lomas P.E. 43-- 686-0609 FL No.: 52514 APPROVEDBFHiN—\ S_LAN' 7/16" MIN } EDGE DISTANCE r INTERIOR j 1. IS EXTERIOR 7/16" MIN EDGE DISTANCE APPROVED SEALANT 3EHMD FIN I? MIN. 7"16EDM E NT FRAMING By OB" TricRS 1/4" MAX. i --L SH V. SPACE 8 +BOG SCREW cralac asn:.ry VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION REVISIONS OESCR.PTILN DATE Sv'PRCYED REVISED ANCHOR SPACING P< CHARTS 07/1 i/16 R L. REVISED GLASS 10/021/17 :R.L, i G.. MAX WOOD FRAMING S iM SPACE Env v-HERS t 78 WOOD SCREW INTERIOR MIN At[3EDIJ.E Ii - APPROVED 3 SEALANT BE'r: 4D PIN EXTERIORrot.. JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; 1. INTERIOR AND EXTFRTOR FINISHES, BY OTHERS, 1 4" MAX NOTSHOWN FOR CLARITY. SHIM SPACE. 2,PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 12 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ, PA 17030-0370 F' AMING BY, OTHERS SERIES 165 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NUN —IMPACT FIN INSTALLATION DETAILS DP. AWN: N. G. 08-02549 8 sca¢ NTS DATE 12/29/14 SHEET 10 OF 11 L. ROBERTO LOWS P. E. 1432 WOODFORD RD LEWISWLLE, NC 27023 434. 688-0609 Alonas lrlom $p&Mr SIGNED: 1211412017 9f L1L/o /////i r•. NtrENSF•,cP pST( AATTE OF ,^ F`' 10RlOP • A ` tib G\ Luis R. Lomas P.E. FL No.: 62514 2 3/16 T 13/16" FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050" THICK 3 ALUMINUM 6063-T5.055'THICK 1 " 5/8" F E 'LL13/4 LOCKRAILISTILE ow-18505 ALUMINUM 6063-T5,062" THICK 1. . . ....... . 4 GLAZING BEAD CM- 18535 RIGID PVC..050'THICK 1 7/1 5 2 3/161, FLANGE FRAME JAMB ALUMINUM 6063-T5.050" THICK FINLESS FRAME SILL CM- 18554 ALUMINUM 6063-T5 .055"THICK 2 5/16" L SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050' THICK SASH STILE awl 7- ALUMINUM 6063-T5.050"THICK 2 3/116" FINLESS FRAME HEAD CM 18553 ALUMINUM 6063-T5 .050' THICK T 2 3111 FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5 .050"THICK 2 5/ II 2 3116" 3 31/4 2 5 6' IT FIN FRAME SILL FIN FRAME HEAD 6 483 - - CP.4-18508 ALUMINUM 6063-T5.055" THICK ALUMINUM 6063-T5.'050' THICK 2 3/8" 1 1/ 8 2 3/16" 2 LA L MEETING RAIL FIN FRAME JAMB CM- 18504 CM--, 78510 AL UM INUM 6063 - T5. D55" THICK ALUMINUM 6063-T5.050"THICK DESCRIPTION, RF'ViSED ANCHOR SPACING & Cm4RTS 6 1 R. L. R'__V,S0 CLASS 10102117 5/ 1/8" ANN, 1/8" ANN ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPAcc EXTERIOR INTERIOR 1 /2" BITEE SILICONE h. SPALANI SE71ING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS N.G. 08-02549 SCALE NITS I DATE 12/29/14 IsHEE-11 OF 11 L. ROBERTO LMt4S P.E. 1432 WOODFORD RD LEWISVILLE, AC 27D23 434-688.0609 SIGNED: 1211412017 F N 0 I. , TF;/O— TA F 1N/ 11 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floi-idabui,lding.org/pz/pr app_dti.aspx?param=wGEVX.,' r Y +.bR.o-$. di L 'TrK, i.k mt 4n t ° ' :' - 9i x 2 mx., f.«...<....aws .2,r..ienc i. .. .. k r n ,rrtrr"Inc m=a BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats & Pacts Publications FBC Staff SCLS Site Map Links !. Search Product Approval 5 USER: Public User P . d;tck,_aRt>32yB1 tent) > P,-t Lr,£ ur Appli ,(in.cea rci> > kPphca.klon_List > 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 MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Authorized Signature Brent Sitlinger bsitlinger@miwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/ WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A l oil 3 4/ 1.3/2018, 7.21 AM Florida Building Code Online k https://www.floridabuilding.org/pr/pr_app_dtl.aspx?patam=wGEVX Date Submitted Date Validated Date pending FBC Approval Date Approved of Products FL # I Model, Number or Name 15349.1 I, 185 PW Limits of Use Approved for use in HVIIZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure, +60/-60 Other: CW=PG60 15349.2 1185 PW Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: R-PG55 15349.3 ' 185 PW Impact 03/26/2018 03/26/2018 03/27/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: Yes. Design Pressure; +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" tempered exterior -spacer - 5/32" annealed / 0.100 Solutia.Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 15349.4 185 PW.Impact Limits of Use Approved for use in HVHZ:. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +S5/-55 Other. FW-R55, Missile Level D Wind Zone 3. Glass consisted oft/8" annealed exterior -spacer 3/32"annealed 0,090 Solutia PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 15349.5. 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes, Impact Resistant: Yes Design Pressure: +55/-55 Other. FW-LC55, Missile Level D; Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex-HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. Description 73 x 72 Insulated Glass Certification Agency: Certificate I'L15349 Rio C CAC_APC 12736,,12787..pdF Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions FL15349_„_R10 11 0870'2357P,,pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349_ R10 AE 5131Lj p,p_d, Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Glass Certification Agency Certificate Quality Assurance Contract Expiration Date 01/ 24/2021 Installation Instructions FL15349 R'10_11 D8-o2944, O Verified BY: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349_ RIO AE 41378 31pdf Created by Independent Third Party:, Yes 72 x 72 Insulated Laminated Glass Certification Agency Certificate FLI5. 3..49_-R10 ;C CAC_ € P li iSh pdf Quality Assurance Contract Expiration Date 06/ 25/2021 Installation Instructions FL15349 R10 110 02948.pqf' Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 Ri. 0-AE 513782.pclf Created by Independent Third Party:' Yes 159 x 54 Triple CHS Insulated Laminated Glass Certification Agency Certificate fL15349_RIi AC_APC 827:; pcf_ FL15319 R10 C:. CAC APC 8 ,73..pd,f, Quality Assurance Contract Expiration Date 01/24/ 2021 Installation Instructions FG15349 1110- 1I 08-01614B.nlf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports I'LI534. 9 R1€I^AF_517?7iiEipdF Created by Independent Third Party: Yes 96 x 60 Insulated Laminated Certification Agency Certificate ti-15349^ R10 C CAC _APC 7962 pdf Quality Assurance Contract Expiration Date 12/05/ 2020 Installation Instructions FLI,5349 R10._ii 08-01 13B peF Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party; Yes Evaluation Reports 2 of 3 4/13/2018. 7:21 AM Florida Building Code Online https;l/www.floridabuildiiig.org/pr/pr app.dtl.aspx?para)n=titiGGVY.}. FL1S349 RIG. A 512277J3_.pdf Created by Independent Th 1 rd Party: Yes aaci`; .Nezt Contact Us :: 215-O Blair Stone. Road. Tallahassee FL 32399 phone;:.Q50.487. 1a24; The State Of Fbnda is an AA1EC-O empbyer. Couveyht 20D7 2. m05efibilityStatemenk.::.Refund Statemen5altUnderFlonda taw, email addresses are public records. If you do not want your e-mail address reused in response to a public -records request, do not send. electronic mai[to this entity. Instead; contactthe office by phone or by tra!iitlonal mail. If you have any questions, please contact-850,487.139.5. *.Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012,-licensees licensed under Chapter 455,. r.S. must provide the Department with an emal address W they have. one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be madeavailable to the public. To determine if you are a licensee under. Chapter 455, F.S., please click-hgrg,,. Product Approval Accepts: s: W OR KSr. a] M Credit Safe 3 of 3 4 13/2©18, 7:21 AM r- 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 TOSECURED 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 OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE '1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE. OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Ccl=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 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1,/4" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, Re., I DESCRIPTION GATE AP- AREVISED, INSTALLATION . DETAIL. 06/D1,/15 R:L B 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 0=0:42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,ODO PSI. C. MASONRY:' HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 13GA (.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: SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC tlttrr lr/ 6MARKET ti, GRA Z, PA17030 OWN cP'r SERIES 185 ALUMINUM FIXED WINDOW oS 73" X 72" NON -IMPACT NOTES' TAT_ OF 4 TABLE OFCONTENTSDRAWN:. OWC NO. iaa+' :4- ' RN /. `.-.O RSO;' \ -\ HEET N0. DESCRIPTION 08 02357 B /// S pMA`i 1 NOTESSCALEaAENTSA9/03/14 1 OF 1.2 2 - ;3 ELEVATIONS, CHARTS AND GLAZING DETAILS L.ROBER70LaAASRG 1432 WOODFORD RO LEMSVILLE, NC<"70P3 434-6ae- 0609 rib-0irb- —62514 Luis R. Lomas P.E. FL NO.: mas P- 4 - 12INSTALLATIONDETAILS 6" MAX 71 1/2" REFER TO .CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX [- 18° MAX O.C. 6" MAX 71 1./2" 18" MAX MAX O.C. FRAMEHEIGHT REFER To CHARTS --SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & #2'.. EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RA TING IMPACTRATING 60.OPSF NONE NOTES: 1, MAXIMUM D.L.O.: 69 3r`4' X 68 3/4' REVISIONS REV DESCRIP ON WE APPROVED A REVISED INSTALLATION DETAILS m 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R:L. CHART ,it 1 Number of anchors required (without rrigid filters) Prame Fame:width (I.) Wight 24.00 30.00 26.00 1 42.00 48.00. 54.00 60.00. 66SO 1 72.50 ini H&S Pamb H&S A mb H&S Jamb HAS Jamb H&S Jamb H&S jamb H45 amb'. 11&S JambIH&SPamb 24,00 2 2 2 2 3 2 4 2 4 2 4 2,. 5 2 30.00 2 2 2 2 3 2 4 2 4 2 4 2 5 2 36.00 2. 3 2 3 3 3 4 3 4 3 5 3' 5 3 42.00 2 3 2 3 3 3 3 4 3 5. 3 5 3. 6 3 48.00 2 3 2 3 3- M14 3 4 3 5 3 6 3 6 3 54.00 2- 4 2 4 3 4 4 4 5- 4 6 4 7 460.00. 2 4 2 4- 3 5- 4 5 5`. 5 6 5 7 566.00: 2 4 2. 4 3 6. 4 6 5 8 6 6 7 671.50 2 5 2. 5 3 e 4 7 5 7 6 7 7 7 CHART k2 Number of anchors required (with rigid fillers) Fram a Frame width fin) Wight in) 24,00 H&$ jalb 38P0- H&$ Jamb 36.00 H&S Pamb 42.00 H&S Jamb 48.00 H&S amb 54.00 H&S Jamb 60:00 H&S amb 66.00 H&S Jamb 72.b0 H&S amb 2400 2 2 2 2 5 2 3. 2 3 2 4 2 4 2 4 2 5 1 2 30.00 2 2 2 2 3 2. 3 2 3 2 4 2 4 2 4 2 5 2 36.60- 2 3 2. 3: 3 3 3 3 3 3. 4 3 4 3 4 3 5 3- 42.00 2 3 2 3. 3 3 3 3 3 3. 4 3 4 3 4 3 5. 3 48,00 2 3 2 3: 3. 3 3 3 3 3 4- 3 4 3- 4 3 5 3 54.00 2 4 2 4 3 4. 3. 4 3 4 4 4 4 4 4 4 5. 4 60.00 2 4 2 4 3' 4 9 4 3 4- 4 4 4 4. 4 4 5 4 68:00 2 4 2 4 3 4 3 ff 3 4 4: 4 4 4 4. 4 5 4 71,$0 2 5 1:. 2 1 1 3 1 5 1 3 1 5 3 1 5 1 4 5. 4 5 1 4 1 5 1 5 5 SEE SHEETS 4-7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLG 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE & FINLESS ELEVATION & CHARTS AWN: DWG N0. L. 08-02357 E NTS I DATE 09/03/14 1 sHEEr2 OF 12 L. ROBERTO LOVAS P.E 143a. WOODFORD RD LEWISOLLE,.NG 27023. 434-666-0609 r::omas el6XWSpe:com SIGNED: 1111512016 Ca to vim' 0EN am.^'pri p51 it O k, Luis R. Lomos P.E. FL No.: 62514 71 E Ff HE 6° 'MAX — 2 1/2MAX FRAME WIDTH 18" MAX O:C: ti MAX 18" j MAX 0.C. 1/ 2" IAX AM E lGHT j 6" MAX REFER TO CHART #3 ___-'SERIES 185 ALUMINUM FIXED <WINDOW FOR NUMBER OF F_XTERiOR-VIEW ANCHORS REQUIRED 72 112" MAX FRAME WIDTH S" MAX — 18" .MAX D.C. 16 MAX 0 is" 11 MAX O.G. 71 1/2" MAX / l FRAME j/ HEIGHTI REFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNERWINDOW ANCHORS REQUIRED EXTERIORYIEW DESIGN PRESSURE RATING IMPACT RATING 60,OPSF NONE NOTES: is MAXIMUMDL. O.:_-68314"X68`3,4" CHART #3 REVISIONS D£ SCRINION' DATE. APPROVED INSTALLATION DETAILS 06/01/15 R.L I NAME. ANDADDRESS10/27/16 R.L. Number of anchors required (Nn.installation).. Frame Frame width (in) I*ight' 24.00 30,00 36.00- 42.00. 48.00 84.00 60.00 66,00. 7T.S0 4)0) HAS Pambl HAS Pa.b HAS Pamb HAS PaMb HAS Jamb HAS Jamb HAS Jamb HAS P..b HAS. amb 24.00 3- - 3 3 3 3 3f 4 3 4 3. 4 3 5 3 5 3 8 3 3tlA0 3 3 3 3 3 3 4 3 4 3- 4 3 5 3 5 3 6 3 26,00 3 3 3 3 3 3 4 3 4 3 4 3 5 3. 5- 3 5 3 42.00 3 4 3 i4 3 4 4 1 4. 4 4 4 5 4: 5 4 6 4 48.00a53 4 3 4 4>. 4 4 4 4 4 5 4. 5 4 5 4 54.00 4 3 4 4 4 4 4. - 4 4 5 4 5 4 6 4 40.00 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 66,00 5 3- 5 4 5 4 5 4 5 71,50 3 6 46- SEE SHEET 6 FOR INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC sGRATZ, PA 117030 1letiitrilA J GE 95 a SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT g/ iat ir FIN ELEVATION & CHART STAT OF l O,t(S :E O_ RI'?"\ f/ffs ONAtl DRAWN; DWG.ND: 48 57 REV B - s0 SCKE wrE NTS 09/ 03/Qd3OF12c, 05DROLEWI OLLE. a12WOO-0609 R02LW SVILCE. NC 2T023434- 886- 0&p9 rriamas Alricmas0e. corn Luis R. Lomas P.E. FL NO.: 62514 NOOD FR,'%MAING OR 2X BUCK By OTHERS 1/2" WN, ED' GE D 'i-STANCE 4 " k41IJ EVBFFWKT' I I ' i 11/4" MAX. HACK ROD SOV, SPACE V, SEALANTAiO WI)CF) S"I'REW APPRC 75 EXTERIOR INTERIOR D SCREW R! G1C FILLER DACKER ROD APPROVED 1/4" 10AX, SEALANT SHIM SPACE iOOC FRA1%C; 1 1/4.. vim - OR 2X BUCK EMBEDMENT IBYG*RiL; 5 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. J_ 7 1/ 2 MI I N' EDGE D STAMa 10 w000 2CR7' N MAX. SHM. SPACE INTERIOR WOOG V EXTERIOR JF'AMING / OR 2X BUCK BACKER RU'' BYOTHERS & APPROVED SFAIIANT JAMB INSTALLATION DETAIL WOOD FRAMING OR.2X BUCK INSTALLATION ETAL STRUC- PJR_ BY OTHERS BACKER ROD APPROVED S A[AT EXTEF BACK ROD APrROVED MET, q. SIRUC URE BY OTHERS i ' /4" MIN. EDGE D6STANCE 3/4" MIN. E DGE DiEll ANCE 1/4" 6,IAX. S m SVE OR L"' DRILLING SCRE'll' i INTERIOR rl" o SMIS OR SELF ORd - LING SCREW I RiCID FILR 1/4" MAX. SHIM SPACE 3/ 4" VIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX, INTERIOR 0 5"" s OR SF FDRIL!JNC Jl Ell A L EXTERIOR BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION ku AL_a " " TAILS 05/ 8 NAME AND ADCRE_',S 1,0/27/16 K;!L. NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. a PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED III ACCORDANCE WITH ASTM E2112 SIGNED: 111152016 MI WINDOWS AND DOORS, LLC 0111111/11/ 650 W, MARKET ST. 11\' \" \\R L 0 1 a" IS 1 . 1,-' GRATZ, PA 17030 ilff SERIES 185 ALUMINUMFIXEDWINDOW73'* X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS TATCOF IORV0" tRAM' J. L. 08- 02357 B 11,19'9f 0 N A L Luis R. Lomas P.E. Cats I DAT E NTS D9/03/14 4 0 F 121 L. ROBERTO 1,0MAS RE 1432 WOODFORD RD LEMSVILLE, 14C 27028 L No: 62514 4 2 1 '2" MIN 01SIA I CF NCRETE/MAI By 0: OPTICNAL !X BUCK SEE N07:'ES 3 7 FMBEDM.ENT dtl:Rr' J .............. BAICKF I'i X. ER POD 1/ 4 APPROVED 111M SPACE SEALANT 3/16" TLOCON EXTERIOR INTERIOR BACKER ROD - 1,/! 6 TAPCON APPRC',,',-'D S -A LA. T 4 VAX. OPT ONAL X KICK 711 SIOM SPACE SEE NOT- S! CDNCR'E/VASOrRY criLRS 1 vo.' lTASEDM-EN 2 111/2" VlN . . ..... EDGE DISTANCE VERTICAL CROSS SECTION CONCRIFTEIMASONRYINSTALLATION DESCRIPMIN I A AUAT ICN DCTNLS E rz, L. D, VJ;S'NAME A1^4D ADDrESS ter 1 1 /4" MIN EM6EDINIENT CONCREI E/MASONRY 1/4" NIAX, SH.IM SPACE OPTICI-W. IX BUCK SEE NOTE-S, 3 SH'EET i 3/'S' T'ArCON INTERIOR 2 M i N, D15 EXTERIOR BACKER R D a APPROVED zFAAN_ JAMB INSTALLATION DETAIL CONCRETE/ MASONRY INSTALLATION NOTES: 14 fNTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST_ GRATZ . PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS CIRAWN; J. L. Fwc '40 08- 323E S: ALE INTS, JGATE 09/03/14 1 s"CE' 5 OF 12. L. ROBERrO LOMAS RE. 1432 WOODFORD R0 4FKISVILLE, NC,7023 434- 688-0609 SIGNED: 1111512016 P. L o r, E N TATE OF 0 i/" P/ONAL 1111111110\\ Luis R. Lomas P.E. FL No:: 62514 0 WOO ) R A m i N, C OR 2X SUCK BY OTHERS 1/2" MN. EDGE Di,TANCF 1 ''4" MIN EMBEDIvIlEll"ll Rc I DESCPIPTICIN i JniE APPROVED A D- As I E R,-3/ 4. MIN ME IAL 3 i RLI/j,-ED N,lvlAE tDOrC-1 0 '27," 6 R STRUF BY OTHF. RS SHW SPACE L ASHIM (', KFR R", SPACErK-1 APPROVET) RIGID. FILLE' t APPPC " RIG 0, 1 LEI' S E.A L ANS EALA'INITDit-'o SWS CP, 4110 YwOOD SCREY" SR F GR!3,1 ING I SCRE "WEXTERIOR EXTERIOR INTERIOR INTERIOR 10 sms OR 0 YvOOD SCREW SE' "F DRILUNG 1 X sDlv LL E ACKER R' DID 17RIGID FIER F',CKER RODI— RICTj FILLEF APPROVED 1/4" MAX. At S E A LA 14 1 rf F-7 SHIM S. ACE SEALANT 1/4' MAX. In' i SHIM. S.'Ai E 4','OCD FRAIICI NG 1 1 /4 M: N NOTES: OR 2X SUCK I c HER 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, tiL BY OTHERS BY 0 s NOT SHOWN FOR CLARITY. 314' Vdrl 2. PERIMETER AND JOfA'T SEALANT BY OTHERS TO BE EDGE D1STIANCE DESIGNED IN ACCORDANCE Wl TH ASTM E2112 EDGE DISANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE iNSTALLATJON WOOD FRAMING OR2XRUCK J0V.37ALLATfON ll,4" UN - Eh, HE I -" ME N T 112" VIN EDGE DiSTAN! CE 1/4" N.X.' vI S, 1%4 SPACE R. G[f) FlIj.ERINTERIOR SCREW WOOD RAMING EXTERIOR BACKER ROD OR 2X BUCK BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OH2XBUCK INSTALLATION 1/ 4" VM. SHIM SPACE RIG]' FILLER 3/4"' "ll; ' I, EDGE DISTANCE INTERIOR M II S E LIF DR I L L N 0 CTAEXTERIORYEL _l/ BACKER ROD BY 0T11ERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION' SIGNED: 1111512016 AND DOORS, LLC MI WIND650OW'Al. MARS KET ST. g L 0 s 41tiF- GRATZ, PA 17030No1- 0. SERIES 185ALUMINUM FIXED WINDOW73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS TAT OF zz I J. L. 08-02357 B N A L 01/tI1100N Luis,R. Lomos P.E. NTS 09/03/14 6 OF 12 L ROSERrO LOMAS P.E. 1432 WOODFORD RD LFWSVtLLE, NO 27023 FL No.: 62514 434 C68-0609 t L1GE DISTANCE ---j'. I QNCRETE MASONRY' BY OTHERS i i] ° i M."J. TlpNP_L 1 Y TUCK -`:... `au 1 1 4 4. ° € I-Mr"3. FDMIEN Se._ NO7E6 7 St ET 1 - 1 Ifl yq 1 4° MAX. BACKERRDOdoAPPROVED ' \ A S.S;.",E 4 : SI_hNT , 3 c rAF`CCN EXTERIOR INTERIOR 3 1E TAPCON BACKER ROD APPROVE FIT' FILLER SE Lr NI . 4i C dA 1X BUCK h fv..`. SEE ti iE 3P SR M! npaCi COVt,R 7 E/NIA SONRY-- _ _ BY.. 0 RS I E9R.1iN. a EMI- 1) EN 2 1 /2° kihf, __ f EDGEDISTANCE 'I VERTICAL CROSS SECTION CONCFlETE1MA56NRY INSTALLATION REv DESCRIPTII N A+' F'RbVc'v' Jj REI4 C ih I> LAT N JETAIIe _ iD 5 ` R ._..___. S i R_v1 LG NAHE AKD I,DDT ESS.. ( 1 Ur 2 r, 15 P:L, 1 1` VIN. E'MDE» ENT— i I CON RLTE/ kIASONRY SHNA SPACE D"PONAIL IX BUCK SEE NOTES 3 7 HEE: i 1 - .1Gi!a FILLER ER 3/16" TAPCON - 171 j I INTERIOR r I " v 3 2I ... CCF j e DISTANCE1 - EXTERIOR BACKER ROD APPROVEDSEALANT JAMB INSTALLATION DETAIL CONCRET& AAASONRY, 7NSTALLA77ON NOTES: 1., INTERIOR. AND EXTERIOR FINISHES, BY OTHERS, SNOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS .TO BE DESIGNEO IN ACCORDANCE WITH ASTM. F2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73'" X 72" NON -IMPACT FINLESS_ INSTALLATION DETAILS WITH RIGID FILLERS d.L. 08-02357 B scALc NTS I D•TE 09/ 03/14: sric .7 OF '.12 L..ROBERTO LJMAS PX 1432 WOODFORD RD LE IISVILLE. NC 2,7023 434-668,060E dl-asgYbmasp.— SIGNED: 111151206 G E A+.s '", p o . TAT SfONA t O RID G' ftty1lCl0 LuisR. Lomas P.E. FL No.: 62514 11 2 tvillN, LAL DIsT.4Ncc WOOD RAM1N3 }'` 1l - 1.N. 0R 2 BJU< \ ?.46ED°ACNT BY OTHERS BACKER ROD 8c —•/ € _.. -_.— SHIM SPACE APPROvED SEA *,-, h \ BEHIND FLANGE Yr JC SCREW V ETAL STRUCTURE OTHE.RS G CK , RCS". &: APPROVED SEAL4Ni 8 H ND FLANGE 1/4" !,IAX, SHIV SPACE IC SMS OR ELF 11RI LING CRE'N I 2F,'11SICPv'S 1____......- A EVIS G 4SfALLA IDN D 1 1 S IN. L. NAME AND ADDRFSS i IL7. €b . H_I.. EXTERIOR EXTERIOR INTERIOR INTERIOR. ( r 0 Sms OR i0 WCC0 SCRE'A' SELF C I LING OR UIV RIGIILLER BACKER ROD x - SACKER ROD ? R.GID E I.:..R . APPROVED aF'A; LAPl4 ..._ .. 1 4 MAX.. APPROVED SALAN. \ 1 BEHIND Slif ti9S.' A%` 6EHIN, rLAN S 5n,.1 aPaCl_ NOTES; v00C FRAMING _ NL, — 1. INTERIOR AND EXTERIOR FINISHES, _BYOTHERS, OR 2X 3"CK J, ? MIN. STRUCT.1M NOTSHOWN FOR CLARITY. BY 0 T I{GiS: "' / Ct•A L L M CNT BY 0HERS ' I P. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM C2112 3f 4. +Alt; EDGE DISTANCE EDGE DI -STANCE VERTICAL GROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION I .1 /4" MAX, hAIN_ 4" .'',X. SH M, SPACE_ E7 cDM,=hT SHM SPACE 1 4- MINI. INTERIOR EDGE DISTANCE I ILl GE1UI Tr, ' _ i INTERIOR; MI WINDOWS AND DOORS`, LIC 5 MARKET T6'S 6GRATZ, PA 17030 T 3 10 WOOD "' €. i # f(' ,tiS CR' f1 j f cG E'tV /{.! i }'1 F DPt uNG II SERIES 185 ALUMINUM FIXED WINDOW 1VOOD FRAMING r V ` 73" X 72" NON — IMPACT J -- OR BUCK EXTERIOR EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS TaI. E uII-,.. reS cIRJ TURc pr awwu: cwc ,:. BACKER ROD ' dY L''.HERS BACKER RC & APPROVED SEALANT AP R CD S{ AIANT J. L. 08 02357 CEi. iD "LAN-E BEND F'_. NGE scA e NTS car 09/03/14 sr,EE' S OF 12 JAMS INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LC IAS P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRU0ftjRE WSTALLATION 1432 WOODFORD ao Lr ylSVILLE, NC 27023 434-688-0W9. ffloroas@frbmaspe.=m SIGNED: 11115,2016 ILIp9//i 5I 7 STATE 0 O . k fssl 0NAL1S Luis R. Lomas P, E. FL No.: 62514 HN M2; RIPTICN :) GhTE APPP.O&l_D 2 1',2 i7I A , REVISE D 1N YA LAI ON it iP S =-06/0 1`_ R _ E6CE DISTANCE a.. ..:, .. - R.L.Ill R Vi C NAME AND ADDRESS 10j2./iG I CONCRETE/WASONRY BY OTHERS a 1 1/4" MIN. IABEO tENT OPTIONAL "r BUCK -- ° a trt 8'tDdiEflT: SEE nir;;FS 7— - z. I __ 9 COJGRtTEfUAS?NP" if BACK P s00':.2c. r,-; ./<4 MAX BY 0.'-fEkS: N II • 1/'2 Et/X, APPROVES SEALANT S11W SPACE li 'Hill SPACE BF. ND FLANGE ry I OPTONAL 1X RUCK SE=_ NOTES 3 7 SHEET 1 af- I, 3/16 TAPCON EXTERIOR INTERIOR 3 j t b"` TAPCON t, INTERIOR BACKER r, 7 . 3i.1 E° TAPCON f' ROD & APPROVED SEALANT f t f fl OPTIGN4I BUCK .\ S./41 5 E MAX 2h1I I SI }.., = L '' FF. RO.I'. , J._ 11 H ETS DISTANCE f s EXTERIOR CONCr, G P,,; aONR _ } S `__. 9 _ a 1... sACK R RC t BY OT r,;,,S r...,,,__ ... ... -=- --APPROVED SEALANT BEHIND FLANGE EMBEDMENT JAMB INSTALLATION DETAILf c — T _ CONCRETEIMASONRY-INSTALLATION 2 1/2"` MiN. _ EDGE DISTANCE VERTICAL CROSS.SECTION CONCRETE-MASONRYY INSTALLATION SIGNED: 1111512016 MI WINDOWS. MARKET DOORS, LLO650 `\\ GRATZ, PA 17030 Nq g`j'J NOTES: SERIES 185 ALUMINUM FIXED WINDOW *- p g it'- 1. WTERIOR AND EXTERIOR' FINISHES, BY OTHERS, 73° X 72" NON. -IMPACT - r NOT SHOWN FOR CLARITY, FLANGE INSTALLATION DETAILS WITHOUT FILLERS Ua,. + 2.PERIMETER AND JOINTSEALANT BY OTHERS TO BE fiAT OF DESIGNED INACCORDANCEWfTHASTM E2112 sc` pp,F J.L. 08 SDE 357 8 ` NTS 09/03/14 9 OF 12 t L.ROBEATOLORASRE, Luis R. Lomas P.E. N32 WOODFORD RD LEMSVILLE, NC 27023 pt No,: 52514 WOODCL RAA -ING. C}R 2N HICK BY OTHERS BACKER RCD & APPROVED SEALANT B.I IND FLANCE z iv':iN. EDGE JIST.4NCl 1 1! 4 WN EMBEDMENT J4PvlA:t IM SPLICE R; D FILLER 10WOOD SCREVV EXTERIOR INTERIOR t 10 WOOD SCPFW R PACKER ROD C II j. ._ ` Rfti D 1L APPROVE:) _ . ALA JT s" MAX. 8UHIND FLAN , Srflk1: SPACE WOOL t oB1ERJtYcOfIgEE r,I-N- y 2" NIP, F' GE DISTANCE VERTICAL CROSS SECTION W006 FRAMING. DR 2X BUCK INSTALLATION R. EVI5CN5RE' J 'QE5CRIR?IOM. LATE AFPRO JEC— METAL I ED DISTANCE n FEn Fr TION OCT,"A c16 7S R ---- 41RUCrLkE a llrSEC NA tE AND ADDRESS iQ 2 5 RAL 31 1/4" MAX. y S', IM SPACE gAuK K iOO & +-c 4 RU4ED SEALAN7 ! ' ~ CID FLLFR. 10 sms OFF SEIF PRO: I.N G s", 1 v. EXTERIOR INTERIOR r srs 0R iSE Ll; pr LLING SC E'?! BACKER ROC .- ?IGiD LER a PRwEG ".AIa,:T a BE NJ LANCE t.— 1 / 4MAX, S-i. M SPACE. BY L ERS ti 3/ 4 titl EDGE SST NCE r VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: t: INTERIOR AND EXTERIOR FINISHES, BYO'iHERS, NOT SHOWN FOR CLARITY P. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 4" MAX, 1 1 ' 4' MIN. 1 4 MAX, S141M -'ACF EVBEDf E, YI` SHIM. SPACE z 1 RIG` £ _ LEii 1 7' till M N. % INTERIOR 0 E G3aT vcE ` I INTERIOR ED C DISTANCE SIGNED:, 1111512016 MJ WINDOWS AND DOORS, LLB 1 41trIt1lrlir 650 W. MARKET ST. N N LQ21A/i II 7 n_ GRAT:, PA T7030- 13 WOOLSMS . R 'S. b` •_ SCRE'' l III; L FIL iNG r _ _... ...j SERIES 185 ALUMINIUM FIXED WINDOW fir+ R 51 R iVS n'70C h:IrJG / 1 h . 73' X 72" NON -IMPACT -O '_ a FLANGE INSTALLATION DETAILS WITH RIGID FILLERS r734TATE OF OR 2X BUCK EXTERIOR n ETA.L -- EXTERIOR 4+ BY 0 F_RS _ S7RUCT(JRE asa;n. vc e. pry iA' fi 0i210?• ` BACKER APPROVEDo& B1 CK G. \N. B OTHER: BACKER ROLaED & \ T J.L. 08-02357 B rr FSs •... C\`< BEHNG FLANGE BEHIND FLANGE ,-.ESCALE NTSO.a E 09/03!14 1 srEE lO OF 12 11tt11E JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOUAS P.E. WOOD ,FRAMtNOOR2XBUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEMSOLLE, NC27023 Luis R. 625 P.E. aaa- sae-ocoo am;s4 trlomaspe.com• FL No..;: 2514 CONCRE .fM,ASONR', BY 01HERS OPTIONAL 1> BJCK SE' NOTES 3 SHEET BACKER ROD & APPROVED ' . ANT 13L-11•11[.) FLAJC:E EXTERIOR RACK R ROD & - APPROVED SEALANT BEHIND FLANGE PIIONAL 1X PUCK - SEE NOTE 3 7 PY OTHERS EDGE DISTANCE a, a de 1 1/4 VIN-. y. - EM3C0h.1 E:VT I/4" li N.. M9 F:Dt,.t ttiT L UtSMPT N D 7a A?.PRGVEi, 4_....I 4EUISED Ih 1A11 ATtON 7EIAILS 1 06!01 L.... Rf ISFD NAY E .AND ADDRESS ? 10/27/16. R.C. eONC-Ra E MASONRY I!MAX. SiaII S4fiCE i 3Y OTHERS. i f `., G c _I 14 VAX, HIIA SPACE U.IER 3j 16° ll C)fii ;z OP:iONA TX B! K, SEE NO E HEFT x. „) x Y 10 FILLEk> r 1 INTERIOR 3,/tE" ,aPCON — g r INTERIOR I [I 3/16 TAP" RICO "ILLEr, 4 MAX, W SI SPA•`.E. r i a G E.bA3F itiSENT a i/2 MIN ED, F DISTANCE VERTICAL CROSS SECTION COIVCRETElMASONRY INSTALI,ATION 1 r LI 1 I 2 ! 2.. EDNE a _ DISTANCE EXTERIOR BACKER ROD L,PPRROVED SEALAij7 BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEl1tMASONRY:iNSTALLA770N NOTES: 1. INTERIOR AND EXTERIOR. FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH AST.M E21 T2 MI WINDOWS AND DOORS, LLG 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73 X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS rca N: L. 08-02357 ~E noe .NTS e:.7e 139f03f 1<4 S; r? I I OF 12 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEIMSVILLE.AID 27C- 3 SIGNED: 1111512016 11 1!tL"0 ./ 1f,ENq.ccP' TAT OF .•. ri'sS fi( 0R10?, LuisR. Lomas 'F:E. FL No.: 62514 4 APPPOVFD - SEALANT SEHIND -IN 6 A-00t) S CIR E Wl EXTERIOR 1 114" VII" EMBEDMENT FRAMIM; dY 07HERS 1 /4" MAX. Sil I,', SPACE A'000 FRAI/1"NO VIAX S.MM SPACEEY -ITHERS SPA INTERIOR INTER.109. 1/4" MAX SHIM, SPACE 3/8" MIN EDGE DIS;A,'\ICE viocD SCREW FFAVAG N'Pkf` 1= 1/4" MIN, By 0Tr.171RS SFAL'A'01 E 1,A 0 1A E N T SiEHIND RIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION M 0 ED M ENT V I j APPROVED SF. Al A - VT BEHij',J[)li," EXTERIOR EDGL r,:SIA.\J,-,.. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REV DESCR,p"O.N 'aTE A I RLV,SEC HNSTALIMIGN DLs L RtMSE NAME AND ADDRESS 10/27/IQ R.L. NOTES: 1: INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT sHowv Fop CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AsTm E2i 12 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 E N,9' ENg' 0 51 SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT FIN INSTALLATION DETAILS OF R J. nL. 08-02357 fill 11 Luis R. Lomas P.E. NTS 1""': 09/03/14 12 OF 12 L ROSERTO LOWS P.E. 143P K1000,cORD RD 4 i, W;SVILLF. NO 27C_23 FL No.: 62514 434 68,3-0609 fiv s@Womasp#x— 4 r Florida Building Code Online https:/'/www.florid,ibuilding.org/pr/pr_app_c3tl,aspx?param=wGEVX. _. a G SCiS Home Log In i User Registration Hot Topics Submit Surcharge !, Stats & Fasts Publications FBC Staff -BCIS Site Map Links Search bProd(J uCt Approval USER:. Public User Pryrfu:Y1_ppivlai,hJpu > rLo:UpcS ..r Ryp?.,^,lDn_Seah > t?Rl>=atign„4,rzt > Application Detail FL # FL15353-R3 Application Type. Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized. Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-6251.4 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 FL15353-R3_CCF_FLCQ:I,.pdf Standard AAMA 450 Year 2010 l oF3 4/13;2018, 7:26 AM Florida Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl.aspx`?parain=wGEVX.. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 15353.1 ?5764 Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". 15353.2 C:5764 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Description Horizontal Aluminum Mullion Installation Instructions FL15353 R.3.._I.I_0-0.1448B,pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL 5 53_R.3 AE_51zO72€1_g:f Created by Independent Third Party: Yes i Vertical Aluminum Mullion Installation Instructions I FL15353 R3_._Z:L, 08 O1.4.3.9B;.pd Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 —R --AAE 5i20E35.,pd` span: 83" Created by Independent Third Party: Yes 153513 15765 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size,: 52-1/8" x 84" span: 156-3/8' 15353.4 5765 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Max mullion Horizontal Aluminum Mullion Installation Instructions FL1...`. 53.._€t3..._II_08-Qj:!T, 913.p lt. Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports. rL1535? R3._A[ >i207313.pd` Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FL15353...._R.3...__11.__0F.-Q:144.0 B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion 1 FL1,535.3__R3_..AE.._512_a64B,pdf span:83" 15353.5 CM-18514 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion length - 83". 15353.6 CM-18520 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" 15353.7 CM-18523 Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FL1S3S3.-.-R3__II__ OL3-01412._pd€ Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 171.1.5.353..._R3_Al _512066B,piif Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FL15 353_R3 II 08-01451 B.p_clf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3_AE 512a75B.odf Created by Independent Third Party: Yes Horizontal Aluminum Mullion 2 of 3 4/13/20 M 7:26 AM Florida fsuilding Code Online https://www.floridEbuild ing.org/pr/pr_app_dtl.aspx?param=wGEVX... Limits of Use Installation Instructions Approved for use in HVHZ: Noi7 FL IA_353 1103-c01452B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party; Yes. Design Pressure: N/A Evaluation Reports Other. Max single window size - 52-1/8" x 84". Max mullion l F11_5353R _-AE 51207_6.B_p¢f span - 104 1/4". j Created by Independent Third Party: Yes 15353. 8 1 CM-18531 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span - 83" 1535319 I, CM-18532 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/8" 15353. 10 CM-18533 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span: 83" 15353. 11 ' CM-18534 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Max mullion Max mullion Other: Max single window size: 52-1/8" x 84". Max mullion span: 156-3/8 Vertical Aluminum Mullion Installation Instructions F: L15353_R3 II 08-_Q1443,13 pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353.__ R3..,_AE _512067df Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FFFL15353 R3.._11. _08-01453B_pdi Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports E1.. 1.5353 R3 A_C._5,1, 0778.pdf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions EL1. 5353_R3_II t08,-.0....i...4 4.g.,.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1- 15353_R3 AE_51206.8i.,pdf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions F1- 15 53..._I?3....11__G6-0:14.5 B...pdt Verified By: Luis R Lomas, PE PC-62514 Created by Independent Third Party: Yes Evaluation Reports FL1S353... R.3 AE_ 512075l3,,( df Created by Independent Third Party: Yes Bade INextl CQn1Nt_ ijs :: 201. giaJLaizne Aoad. Tallaha5.kee_FL32399 PbAM; 8_5 -_-102_q_. The State of Florida is an AA/EEO employe, _Cppyrjght 2007-2D13 Stale of Florida.:: PrivaSy_St emen[ :: 694es5.ibihtySt@teIT1,Cn5 :; Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail addressreleased in response to a putific-records request, do not send electronic mall 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 Sectwn 455,275(1), Florida Statutes, effective October 1, 2012,.licensees licensed under Chapter 45S, F.S. mustprovide. the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply. a personal address, please provide the. Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS.,-please dick he -re. Product: Approval Accepts! Credit Card Safe th4ltils4 LlO5 3 of 3 4/ 13/2018, 7:26 AM NOT; S: i THE PRODUCT SHIOWN. HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH RECUI:REME;NTS OF THE FI..ORIDA BUILDING CODE. 2; WOOD FRAMINC TO BE DESIGNEE' AND ANCHORED TO PROPERLY TR:ANS6'ck ALL LOADS TO STRUCTURE. FRAMING IS THE RES OfeSBIL! l' OF TIsE ARCHITECT OR ENGINEER OF R_CCR 3) AI_LOWAr,LL STRESS INCREASE OF 1./3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOYlN HEREIN. ININD LOAD DURNl CN FACTOR Cd=':.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPRGVEQ MP,4CT PROTE:CTIVE:-SY:STEki IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBR6 REGIONS UP TO WIND IONL :3. 5) DESIGN RESSURE AND INSTAL LA:110N DETAILS SHOWN IN THIS D6EU,,•AI_NT APPLY ONLY t0 MULLION, AtNDO%1S MUS' BE APPRON[:D UNDER SEPARATE APPROVAL. 6) SINGLE NItNDOWS TO BE MULLED ARE NOT" LIMITED TO THOSE SHOWN IN THIS DRAWING. N1INDCVr;i MUST BE MANUFACTURED 1I Nil WINDOINS AND DOORS IN' 7) DESIGN PRESSURE OF iUl',FD UNIT .SHALL BE CONTROLLED 6Y T-!E LESSER. DESIGN PRESSURE. OF THE MU"_L.ION OR IH; INDIVIDUAL W;NDOW O#2 DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT t40'7H .AND HEIGHT ARE NOT : XCEEDED AND :MULLION 15 ANCHC.RE.D AS SHOtitrN., HEREIN. C) MULLION VERTICAL L.LATION t5 SHOWN. MULLION MAY Tic USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATE HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED .ACCORDING TO TH€S DOCUMENT. DESIGN PRESSURE TABLE INSIPUCTIGNS: 1) DE:=1NE REQUIRED DESIGN LOAD 'PER FLORIDA BUILDING CODE CHAPTER 16. 2) DEIIE2PiNE €RIBU1 RY WIDTH AND MULLION SPAN BASED :IN PRODUCT TO BE INSTALLED. S.E PORMUI,A FOR TRIBU'AR < WICTH. 3) LOCATE P.?ULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN' CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECI'!VELY IS "IHE `.LULLON RATING FOR PRODUCT IN STEP 2. AULLON RATING MUST BE EQUAL OR GREATER THAN RFOLiRED DESIGN PRESSURE CBTAitNED IN SILP 1, W'. W2 tRIBJTARVdID2. J REe'i510rv5. R;V € pESt;!?IF'likJ CASE AP?R;StF_D f A. REVISED iNSTALLAitON DETAILS 06/ 10/`5 ....R. L. 8 REVISED ANCHORING NO-} S Ec iNSTL DET. 06/07/17 R.L. ANCHORING NOTES: 1) FOP, ANCHORING IN10 WOOD FR.ANAIN G OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHI`.V'r_ ,4 1 3/8" MINIMUM' EMBEDMENT, LOCATE ANCHORS AS ,TOWN `N INSTAL'_ATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCON TAPCON Vvlr I i -ICIc 1T LENGTH 0 ACHIEVE .A 11/4"MINIMUM EMBEDMENT 'KITH 1" MINIMUM t.Du£ DISTANCE, LOCATE. ANCHORS .AS SI-101JJN IN INSTAL€AIkON DETAIL`: S EET 13. 3) FOR ANCHOPING INTO MET1 USE. 41-0 SFAS OR S_LF DRIL NG SCREW WITH SUFFi CIENI' LENGTH TO ACHIEVE 3 THREADS M'.N'MUM BEYOND,STRUCTURE INTERIOR NALL, LOCATE "NCHORS AS SHOWN IN INSTALLATION DE:IAILS SHEEL 3. 4) ALL FASTENERS TO BE C J1 R05iCN RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL_ N07 BE USED IN SUBSTRATES WITH STRENGTHS LASS THAN THE MINIMUM STRENGTH SPECIFIED B.EL.OW" A. 'WOOD — IMNIMIJM SPECIFIC GRA %TY 017 G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3',20C PSI, C. MASONRY STRENGTH CONI ORMANCE TO ASTM C-90, -GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE—S'fEEL 18GA (.048") FY=33KSI/FU-52KSI OR ALUMINUM 6063—T5 FU=30KSi .062" T'ICK R^:ININWM. 6) FOR ATTACHING 'NiNDOW UNI"LS 'TO MULLION USE T10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF 'I'HRL THREADS PAST THE MULLION' 'NALL. LOCATE SCREWS 6" FROM EACH MULLION END .AND 12" IOAX. O.C. THEREAFTER. STA.CGER SCREWS AT :EACH WINDOW. TABLE OF CONTENTS SHEE M10. DE-CRIFTiON NOT ES-- 2 CONFIGURAI•IONS AND DP CHART 3 IN DETAILS PONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370- 5764 — VERTICAL MULLION 53" MULLION SPAN GENERAL NOTES C'v4v N: Dv.'0 N0. V.L. 08-01439 3CkF NTS oA`E 01/11/12 1 <HEEr 1 OF 4 L. ROBERTO LOADS P.E. t432'WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 410m 5@W3spa.cum SIGNED: 10/13/2017 1 Luis R. Lomas P.E. ' FL No.: 62514 107 yr&" v1E3<NED WfC}T- f?_.. 83 Fr r9E HEIGHT WINDOW] W114=1 SPAN) i ! iI 107 318` i- 107 /8' C -VB'P D t11DtH CO! INED WIDTH W1 T W2 I 53 !; 8 3, , F1 FA _ W/NDOw ! FRAME 'WINDOW, WINDOW - HEIGHT WINDOW HEIGHT a ME'; LION _ (MU LION SPAN) LLd1 s67 3/ 8" j CC BINED 4'MDTH 33'}}} I , f,." ,WINDOW FPAME j r i W1ND0': HEIGHTrs SPAN) WINDO1 I 07 3/ 8 COMBINED K) TH, r)-irrn nrn¢crrro rail- M.fl Mullion span ( In) Tributary width in) 1&13 25:50 36,00 142.00 14&00 52.13 25,00 120.0 120.0 120.0 120.0 120::0: 120.0 37,38 120.0 120.0; 120.0 120.0 120.0. 12T, 49.63. 120,0 98.3 81,2 76.9 75:2 75.1 62.00 71.0 52.2 39.7 35.9 33.4 32.3 65.63 59.6 43.7 33.0 - 29.6 27.4 26.3 7201 1. 1 32.7 24.4. 21.8 19:9 19.0 84,00 26.1 20.3 LARGE AND SMALL MISSILE IMPACT,LEVEL .D,-WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND. DO. NOT INCLUDE' FLANGE: C,7 3/8' I CGMf? INED WIDTH vVt - -- 4+ r2 ! I a / i WINDOW I I FRAVI HEIGHTiT WINDOW. .WINDOW I. IMU LION i= All 'i 4J2 7 07 COMBINI-D WIDTH REVISIONS 7 CR- TI N LA I, PPh J'IM INSTALLATIONL) A+L5 .,'L/10/15 RL~ 2cV!S7, D ANCHC?RiNG tvvT_S &, INSTI DF a; { QF/Q7jf7 p iMt3liv ' 1^ I[3 Fi-j WINDOW l , 6s' I I ! , WINDDw FRAMI HEIGHT i 1 WINDOW SPAN) i f I 012 3 t0h<. 91NED MD;H APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 707 3/8" AS SHOWN HEREIN. Deciom.nrp4cjrra mfinrr /rzafl with mhar Mullion span -( In) Tributary width ( in) 18.13 25.50 3600 42.00 48.00 52,13 25.00 120,01 120.0 120.0 120.0 120.0 12 0. 0 37.38 120.0 120.0- 120.0 120.0' 120.0 120.0 49:63 120:0 98.3 - 81.2 76:9 " 75.2 75:1 62.00 95.2 70.0 53.3 48.1 44.8 43.4 80.0 58:6 44.2 39.7 36.7 35.360.3 2.0043.9 32 8 29.2-. 26.7 25.5 37,7 1 27.3 20.1 17.7 16 0 15:1 LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND.ZONE3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND'DO:NOT 1NCLUDEFLANGE. SIGNED: 1011312017 MI WINDOWS AND ETSTRLLC R11IC/0650WESTMARKETDOOR GRATZ, PA 17030- D370 N>t\ It EASE cR 5764 - VERTICAL MULLION 83" MULLION SPAN 0 651 * ir/ APPROVED CONFIGURATIONS AND RATING CHARTS OF f! STAiOF 6k`"a'PN: J:YG Nn. - Rcv y s 40 R( 08 s01429 6fi71jSlNAG1Oa Sc-u1f i1/12 OF 4 L.RosERIOLa SRe. i432.WOODFpRD RD GEWt5V1L :h'C:2R723 e e:.aannann,:,.,,..... a..:,,....,............... Luis R. Lomas P.E. FL -Na.._ 62514 I" :UIN EDGE DISTANCE MASONRY/CONCRETE BY 07HERS F,IN. EMBEDkIENT 1/4 F?..CO 0 TACDN TAPCON SE•rT5796 C'_ P: SECT5754 PAULLIOJ a1.0 'WOOD SCREW t 1 3/.8" _11,11N._ EMBEDMENT 1!2" MIN, EXE. C S"ANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE CLI r; MAY B[ I .EG IN MASONRY/CONCRETE OR WOOD F"RAMING SUBSTRATE. WOOS FRAMING/ 2X DUCK BY OTHERS i 2" MIN, i. DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION XSCRP; ION.,_............_,.......... iATti APP0,11.0 In iN51"AtL IIQN I)ETNLScvl 1/15 R.. I ....._ ........ REVISED ANCHORING, 140T_S s :NSTL CET. j 0 6/o 71 7 I f 22 S OR ILLING M- TAL STRUCTURE BY OTHERS MI WINDOWS AND DOORS, LLC 650 ` NEST MARKET STREET. GRATZ, PA 1.7030—C370 5764 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS V. 1 08-01 439 ca- c NTS {JAFC 01 % 1 1 / 1 2 s+re_r3 OF 4.. L. ROBERTO LOMAS P.E. 1432 WOOOFORD RD LEWISVILLE, NC 27023 434- 660-0609 r;'omas@womape—m. SIGNED: 1011312017 TAi 46f 71— sf fitsjSIONA 11C \\ Luis R. Lomas P.E, B.. FL No:: 62514 SECT5764 MULLION ALUMINUM 6005-T5.125'THICK 1.531 Rff-l8 'REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. Cl..ir'S MAY BE USED IN 0 A S 0 NRY/C .7F '01P W00r) FPA !N; SUBSf'RAfE' 2, FOR WaOE& META;_ INSTALLATzON USE ALL F OUR A.NCHOR LOCATION'S.. 3 A IFORCONCREEENIS7AL! TiON USE 2 ANCHOR LOCATIONS ONLY VW TH 3 1/4" SF ARATfONI BETWEEN ANCHORS. 843" MT000022 CLIP i 6GA pe3j dVwwwzEb STEEL SEE NOTE 2 & 3, THIS SHEET. 3,750" - — 0,843" 1.562' 1-567" SECT5796 CLIP FOR WOOL) FRAMING INSTALLATION ALUMINUM 6063-TS, 125" THICK 4.000" t. DATE 2 APPROVED REVISED N'STALLAIDON 0ETWLS 06/101" k5 R L' FIESED ANCHORING 1,10TES & I'QS7- DET. 06/071/1 R 5" SECT5796 CLIP '— 2X 00.21D" FOR CONCRETE INSTALLATION ALUMINUM 6053- T5, T25- THICK Ml WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS D; Wft V. L. 08-01 439_ NTS 11TE SH 01/11/12 E l- 4 OF 4 I4, ROBERTO LOI4ASP.E. SIGNED: 10113,12017 E Al 0 5 tAfrO' F 0, A Luis R. Lomas P.E. FL No,: 62514 Florida_ Building Code Online J https:/,Iwww.floridabuilditig.org/pr/pr_app dtl.aspx?param=wGEVX... BCIS Home tog InUse, Registration '. Hot Topics Submit Surcharge , Stats &.Facts Publications !, FBC Staff BCIS Site Map Links ,: Search borProduct Approval USER: Public User Frogrct_. rsp-•jaiMenu > q'urt.Mrk,:licaton';:,2Lttl>.,zp':atisL4d5i>Application Detat FL # FL13223 R4 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer lames 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 ptngsheng.zhu@jameshardle.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 1. Ogawa the Evaluation Report Florida License PE- 24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FI I322I ,R4. COI, Rice_ Certigrcate,.of Indcpenclence....Vdf Referenced Standard and Year (of Standard) Standartl ASTM C1186 ASTM E330 Year 2007 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Cade Online hgps://www.floridabuilding.org/pr/pr app dtLaspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL 1# Model Number'or Name 13223.1 i Cempanel Siding Florida Licensed Professional Engineer or Architect i .3223_R4_Equ v,_T O_ .647'S',.? FiST_i1„ t1 6,equivalencv ndf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact. Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 13223.2 HardiePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ install in accordance with NOA 17-0406.06 13223.3 1 Prevail Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Description fiber -cement panel siding Installation Instructions T L1 3223 k4 Il_ cernpane; n tallatlon pelf FL.J.3 23 P4 1I_NOA t,1 04t t Ot,i?d...f FL13223 R4f[RIO 26917 Panel Furring.pcif __8,a FL13223 1 4 1I., RIO, 2686 17 Panel Wood _Metal Frarnc.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL1:3223 €21 Ac NOA 1.7,.0406,06 rif FLI3223 R4_AE RIO 2689 1i_ Pancl to_Fttrri3;g.pclf FL13223 T24 4E R10 ?_fiE36 17 Panel Wood Meta 1Fralna,I2clf Created by Independent Third Party: Yes fiber - cement panel siding Installation Instructions FL13223_ R4_1T_I arti3FPanel-Instaiiation.pdf FL13223 R I _PS_, NOA 17-0406,O6 pdf FLI, 31.23 _R4 _I1:._R€0 2689 17 Pa`t Ito Furrir g..Gzlf Fl,t ' 7I it iI_RIO 26$6 t7 Panel Wood_fh etaI "Frame..p(d Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports Created by fiber - cement panel siding Third Party: Yes Installation Instructions FL13Z? 3 1i 11 NOA_I_7_0t06.06,pdf FL13223 _R4_T_ 1_Prevail-Panel-Installation. .:paf FL13223 R4_11 Rio 2689, 17_Panel to Fvrring)of F 13223 R4 R RTO- iaH6 17 P rieF ilrr d _hit Lai,rrar€tr .p if Verified By: Ronald I. Ogawa 24121 Created by Independent Third Patty No Evaluation Reports FL13223 R4 Al NOA 1.7041;16.06.pdf FL132.2.3F4_AE R€O 2689 1I Par:el to Fu;rring.pd-, FL13223, R4 AE RIO- 2686 1 i Panel Wood Meta' Frame pd, Created by Independent Third Party: Yes sack rN ti Contact Us :: 2.5Qk. lir_SkC.RQdd._JaVkhaS.s.e.:17.1, 32399 The State of Fbrida is an AAJFM employer.. Copvrn7iih 2007-20135ta[e of Fbrtfa P i y.,jPrppnkA;.e95ik IhY_Stat-ement :: Refund Statement 2 of 3 4/ 13/2018, 7.29.AM Florida Building Code Online https://www.floridabuil ding,org/pr/pr_app_dtl.aspx?param=wGE VX..,. Under Florida law, email addresses are public records. If you do not want your a -mall address released in'response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditionaI 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 of they have one. The emalis. provided maybe 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 than email address whzh can be made available to the public. 7o determine if you ,area licensee under Chapter 455, F.S., please lclick 'herg_. Product Appr-r ova9l Accepts: c+ i =;. tomei: re J Credit Card 3 of 4/13/2)018.,7:29AM nor1orida Product Approval HardieftnelO Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVH,Z, 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. D JamesHardle 1 C i 8H"Affl#Vertical Siding EFFECTIVE SEPTEMBER 2013 11 KS ALUMON `lEQUIRE++,,FN] f i _ Itlt',N IIA7_ I Cif-_ r PALLY ONLY PP"JIri D & COLOR ? LiJ,3'; 11i0 l€Jr, t' Visit fir rail ul £, til=for the most recent version. SMOOTH CEDARMILLO v, SELECT SIERRA 8 STUCCO IMPORTANT - FAILURE TO INSTAILL AND FINISH THIS PRODUCT IN CCORI}1 ACE WITH APPLICABLE BUILDING ODES 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 l ARDIEZONE INSTRUCTIONS, INSTALLATION OF HZ10'11A PRODUCTS OLITSIDE AN HZ1C1'' LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES 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., OUmOOPS INDOORS 1. Position cutting station so that wind will blow dust away from user 1'-. Cut only using score and srap, or shears (manual, electricor poeumalic). and others in wonting area. 2. Position cutting station in well-ventated area 2. Use one of the following methods: a. Best: 1. Score and snap i. Shears Imanual, electric or pneumatic) NEVER urea power saw indoors b_Better. i. Dust reducing circular saw equipped with a NEVER use a"circular saw blade that does not cant' the HardieElWe saw blade trademark HarrfieBiade save blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum a Good: 1. Dust educing dreular saw with a Hardieelade saw blade only use for iow in moderate cutting) Important Note`. For maximum protection Qowest respirable dust production), James Hardie recartmends always using "Best" -level culling methods where feasible. GENERAL RE UIREMENT : These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardleCommercial.com HardieParl vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can minor through the finished application. James Hardie recommends installing HardlePanel on a capillary break (rainscreen/furring) as a best practice.. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardle.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 jn accordance with ,local building code. requirements. James Hardie willassumeno responsibility for water infiltration. James Hardie does manufacture HardieWrapc" Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,1 M 1 'must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6",in the first 10`. Do not Install James Hardie products, such that they may remain in contact with standing water, HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidlncc In Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPius section page 3. DO NOT use stain, oil/alkyd base paint,or powder coating on James HardieO' Products, For larger pj rojects, inclung commercial and multi -family projects, where the span of the wall is significantinlength, the designer and/or architect should take into consitleratlon the coefficientofthermalexppansionandmoisturemovementoftheproductintheirdesign. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.eom. INSTALLATION: Fastener Requirements Position fasteners 3/8" from panel edges and no closer than 2" away from corners. Do not nail into corners. HardiePanel Vertical Siding installation Framing must be provided at horizontal and vertical edges for nailing. HardiePanel vertical siding must be joined on stud: Water -resit Double stud may be required to maintain minimum edge nailing distances. Figure 1 water -resistive barrier sheathing keep nails 3/ 8" min. from panel edges keep,` asteners 2" away from comers i,. HardiePaner p verticalsiding. Joint Treatment Vertical Joints Install panels immoderate contact (fig. 1), alternatively joints may also be covered with battens; PVC or metal jointers or caulked (Not applicable to GolorPiui Finish) (fig. 2). Horizontal Joints - Provide Z-flashing at.ail horizontal joints (fig. 4 Figure 2 rner / water -resistive barrier stud - J _ 2 x.4 stud I _tip. e -- It Y H" Joint esistNe. barrier 2. x 4. stud 1 leaveappropriategap between panels, then caulk" moderate contact .Caulk. Joint Not applicable to ColorPluO Finish) 1" ' Apply caulk in accordance with caulk manufacturer's written application instructions. For additional information on HardieWrap'M Weather Barrier, consult James Hardie at 1-866-4Hardie or wwtv.hardlewrap.corfl Figure 3 resistive H water -resistive farrier bam" upper panel r upprir panel k Caap ulk fiashirig Rz flashing decorative oand;ooarci lower Iawer° panel pane; Figure 4- Recommendation when — — - installing Sierra 8,provide a double stud at panel joints to avoid nailing through grooves. WARNING: AVOID BREATHING SILICA DUST James Hardie" products contain respirable crystalline silica, which is known to the State of California to cause ranter and is considered by IARC and NIOSH be besacause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentiallytatal lung disease called silcosis, and has been linked vnih otheroiseases Some studios suggest srnokmg blot' increase these nsks. Ounng instaltalJon or handling: (1) work in outdour areas with ample ventilation; (2) use fiber cement shears' or cutting or, where not feasible, use, a Hardie8li saw blade and dust reducing circular saw attached to a HEPA vacuum; 3) scar, others in the Immediate area: (4) wear a properly -fitted, NIOSH-approved dust mask or respirator leg, N-95) In accordance with applicable government regulations and manufacturer instructions to further limit. respirable silica exposures: During clean-up,.. use. HEPA vacuums or wet cleanup methods never dry sweap. For further information, refer to our installation instructions and Material. Safety Date Street available at. www.iamesiiardie.com cr by calling 1-800-9HARDIE 0-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO:SERIOUS PERSONAL TNJURY OR DEATH. HS1236 - P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie® and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products andthebottomedgeofthesidingandproductsandpaths, figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. sidina and trim Reter to fl 3 on Figure 5 swo siding t la" I bottom I Plate concrete min. l foundation Maintain a minimum 1 gap between gutter end caps and siding & trim. Figure 8 Sidi r waterresistive barrier I deck material 4 t"-2" mi t IQist flashingit i ledger I pn not bridge floors with HardiePanelO siding, Horizontal joints should always he created between floors (fig, 10). Maier - Resistive Barrier__AUX Framing Figure 10 Horizontal - Flooring True _.e .._.. ._. 9 page 1. 2" min. KI KOt1T" FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof Sheathing ! intersection, install a "kickout" as required by IRC code f R905.2.8,3 "...flashing shall be a min. of 4" high and 4" fascia HardiePane° wide." James Hardie recommends the kickout be angled between 1000 -1100 to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 %z" 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. El ectro- 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 arerecommended 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 over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever astructural member is present. HardiePiank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orpllnaood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug KL Flush 57q rp1 17, 4 Countersunk, t' fill &add nail j/// Figure jy% A Figure:B do not6under drivenails DO NOT STAPLE FigurPNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is Highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult; choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer -Does not apply for installation to steel framing). HS1236 - P213 8113 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM 0920 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; OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oil/alkyd 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, TOUGH -UP & LAMINATE Care should be taken when handling and cutting James HardieO ColorPlusO products. During installation use awet 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 ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel" siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus" product dealer.. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for 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 JA IES HARDIE" SILTING AND TRIM PRODUCTS WITH COLD PLUS" TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardiee Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance vrith ICC-ES Evaluation Report ESR•1844, HardiePaiel® vertical siding is recognized as a suitable alternate to that specified in: the 2006,2009. & 2012International Residential Code for One and hw-Family Dvieliirgs and the 2006, 2009. & 2012 International Building Code. HardiePanel vertical sitting is also recognized for application in tha following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NDA No. 02-0729 02 U.S. Dept. of HOD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consuttod for additional inimmation concerning the suitability of this product for specific applications. 0 2013 James Hardie Building Products. All rights reserved. Additional Installation Information, u TM, SPA, and ® denote trademarks or registered trademarks ofIs James HardieTechnology Limited Il is a registered Warranties, and Warnings are available at es arle trademark of James Hardie Technology Limited. www.jameshardle.com HS1236 - P3/3 6/13 Florida Building Code Online ki https //www.floridabui1ding.org/pr/pr_app_dtl.aspx?pafafn=wGEVX.,. ram FL # st Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License 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 FL12194-R7 Revision 2017 Approved Aluminum Coils, Inc. 5601 West Knox Street Tampa, FL 33634 813)249-974:3 grahman@aluminumcoilsinc.com Gareth. Rahman grahman@aluminumcollsinc.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 Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/1,9/2020. Locke Bowden P.E. Validation Checklist - Hardcopy Received Fl 2.21.94 R7 C01 Ai C1500i,4 2017 FBC Evaluatuon_Re{ crt Q4:T Stud AAMA 1402 Year 2009 1 of 2 4/11,2018, 7:37 AM Florida Building Code Ciro ine https: //hvNvw. fl oridabuiidin g..org/pr/pr_app_dtl.aspx?param=wG EV.X.: . Sections from the Code Product Approval Method Elate Submitted Date Validated Date Pending FBC Approval Date Approved Products Method 1 Option D 12/15/2017 12/15/2017 1.2/20/2017 02/13/2018 FL # Model, Number or Name 12194.1 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 F112194 R7 ti ALC150G 3 2.017_FBC Evaluation Report Verified By: Zachary'R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FLS?,_1.5'W4R3 Ai .vLC] 5001._4017 SEC Evaluaticant2 _prr[ 4 T4 Soffits # nu .)idf Created by Independent Third Party:. Yes 1 Back', Nextl n Ct.US :: 254E BI Ir SQ.nE fW.dd...I ildh855eE..EL 32'_Sy PRone854-4$Z19 4. The State of Florida is an AA/EEO employer. CoovriSh 2Q07-2 l SC.3te pj Ebrida,.:: PnYaCy_Sjal effLVA :: Accessibility.S1,41 m n ::. Refund S,tate_rnent Under Florida low; email addresses are pubic records. Ir you do not want your e-mail address released in response to a public -records request, do not send electronic ma0 to this entity. Instead, contact the office by phone or by traditional mail: If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department.. with an email address V they have one. The emaiis provided may be used for official commvnicatlon wth the licensee. However email addresses are public record. If you do not wish tosupply a personal address, please provide the Department. with an email address which can be made available to the public. To determine if you are alicensee under Chapter 455, F.S., please click her. Product Approval Accepts: M e%rr, Credit Card Gt, l 2 of 2 4/13/2018; 7:37 I'#c.Yi Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6N EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847VV AAMA 1402 2000 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. T All. products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided.for State of Florida product approval under Rule 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. un CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick; 3105 H-14 aluminum fascia. See Appendix for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in2/lin.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 15" CENTER VENT 16" SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the ''full vent configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. 12" FULL VENT 12' CENTER VENT 12" SOLID PANEL 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. ti! ALUMINUM COILS, INC Soffits COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P-E. have demonstrated compliance with the Florida Building Code, (P Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 0 i`9reecirrra,?rat Y` '.%,''P, 2017.12.14 No 74021 16:21:34 V5'00' STATE OF •<U L P .'> Zachary R. Priest, P.E. 5' R " ,' Florida Registration No. 74021 O N p g ` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E, does not have, nor will acquire, a financial interest in any other entity involved in the approval, process of the product. APPENDICES 1); APPENDIX A —Approved Systems (11 pages) 2)APPENDIX B — Installation Drawings (1.9 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 3of3 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. 04 < Z O Cf 1] U Q. O Q Z C U tn 2 UUc0 J T C Omcu U C N ED N L L N r d t/l co N v 0 n n , c6 x x a, Co@NN 2 U- N (U ?. LYoJ 0 C 0- O O O U) s 0) O E c Ui O@NyZOMLLW N N 6 O c6 C E O O Q NO U'C N co E to 7 to E p r C E N w N Mtn N.v C.p n CD cs E oUGE75 T- C O N NUOI v co Q, U Ea)C L7 mCD .N E,ri mCLO d 47 - O uCC - 7i . O O •' N 41 cn.. w to E' ro oOw0a1U- OLLd N c N h N cvj Cui C 7U a m OOO U U N U U cyca m co Uo IL O d C N c C O C a D cc--, «. m Lco r U O C C jN T f9 o- I c a 1 o am o O co a o 05 LL J. LL . J U) F- r CJ SV iV Cp v m O LLJ ft'l f .CREEK TECHNICAL SERVICES, LL d. 16" Q4 Soffit — 8-inch o.c. Fastener Loc tion I - Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 1Q,5JJ-.# Approved Systems for 10,5-inch SoffitSpanwith J-Channel at Wall and Eave 12F-# Approved Systems for 12-inch Soffits an with F-Channel and Fascia Ca 12J Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap 12JJ•# Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 14. 5 JJ-# Approved Systems for 14.5-inch Soffit Span with J-Channef at Wall and Eave I 16F-# I Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Ca 16J-# Approved Systems for 16 inch Soffit Span with J-Channel' and Fascia Cap 16JJ_ 4 Approved Systems for16-inchSoffit Span with J-Channel at Wall and Eave 225. 1,14 Approved Systems for 22,5-inch Soffit Span with,J-Channel at Wall and Eave 24F- f# Approved Systems for 24-inch Soffit S an with F-Channel and Fascia Ca 24J-# Approved Systems for24-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 MAP No. Width pso Substrat J-Channel Substrate J- Channel e Attachment Attachment Three ( 3) 18 ga.1/4-inch crown 1-inch leg staples in Three (3) 18 ga.1l4-inch crown x 1-inch leg staples in diamondpatternspaced24-inch o.c. securing diamond pattern spaced 24 inch:o.c. securing 10. 511-1 max. 16 inch Wood J-Channel tojoists; One ( 1) 18 crownh staples Wood J-Channel to joists; 59,8 J- C-inchannelscOne locatedinthehonzontallegoftheJ-Channel spaced horiza. ontal 1) 18 ga.114-inch crown x 1-inch leg staples located 12- inch'o:c: I in the horizontal leg of the J-Channel spaced 12-inch o.c. IALC15001. 4 FL12194-R7 Page 2,of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not expressnorimply 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 psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 318-inch head dia. nail, One (1) min. I 314-inch long x 12F-1 Max Wood min. 1.25-inch embedment spaced Wood One (1) min, 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16- 40 16-inch 24-inch o.c. staple spaced 16-inch ox. inch head dia. trim nail spaced 36-inch o.c. One (1) 14 ga, 5/8-inch long T nail or One (1) min. I 3/4-inch long x 12F-2 Max, Masonry 9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 3J8 x 318-inch crown 0.072-inch dia, x min. 3f16- 40 16-inch with 31&inch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail 8-inch o.c. spaced 36 nch o.c. Max' Three (3) min. 3/4-inch x 114-inch One (1) min 3/4-inch x 1/4-inch One (1) min. I 3/4-inch long x 0.072-inch dia. x min. 114-inch 48 12F-3 16-inch Wood crown'staples in diamond pattern Wood crown staple spaced 8-inch o' c head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 34-inch x 1/4-inch One (1) min. I 314-inch long x 11217-4 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 8 inch o.c. 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 ox. I inch o.c. Approved Systems for Maximuml2-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No, Width W Substrate J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment 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. I 314-Inch long x 12J-1 Max, Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown stalep 0.072-inch dia. x min. 1/4-inch 48 116-inch pattern spaced 24- screw space d 16-inch o.c. spaced 8-inch o,c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to 1-channel I inch o.c, I ALC15001A Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r-j WitsCREEKTECHNICALSERVICES, L,LC: 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 1-inch leg staples in diamond patter 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 16-inch 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 Wail 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 diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga,1/4-inch crown x 1-inch leg staples in Max. J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 16-inch Wood One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Chanjoists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) ga:1/ crowwnn x 1-inch leg staples located 12- inch o.c. cinch rinthehorizontallegofthe J Channel spaced 12-inch o.c. ALC15001. 4 FL12194-R7 4of11 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 TrcHN[CAL SERVICES, LLC. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch 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. 3116- 53.3 12-inch with 3/8-inch diameter head spaced 4-inch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. Three (3) 18 ga.1!4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1 inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 1617-3 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 25.6 16-inch with 3/8-inch diameter head spaced 3116-inch head dia. trim nail 8-inch o.c. O.C. spaced 36-inch 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.min. 16F-4 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 3/16-inch head dia, trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch 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 48-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/4-inch crown x xOne 72 min. diameter diameterDing16F-6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch pinchfinishingnailwith min. 3116- 43.3 16-inch with 3/8-inch 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- 1-inchondleg staple spaced flinch 0.072-inch diameter 16F 7 1S-inch Wood inch leg staples in diamond pattern Wood 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 5of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r TECHNICAL SERVICES, L.L. : 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 p$1) Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 16J-1 Max. Wood Three (3)min. 3/4-inch x 1/4-inch crown staples in diamond pattern Wood One (1) min 314-inch x 114-inch One (1) min. 1 314-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. Approved Systems for Maximum 16-inch Soffit Span with JI-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 Max. diamond pattern spaced 24-inch o.c. securing J-Channel tojoists; Three (3) 18 ga.114-inch crown x 1-inch leg staples in 16JJ 1 16-inch Wood One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood diamond pattern spaced 8-inch o.c. securing 32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.114-inch crown x 1-inch leg staples in Three (3) 18 ga.114-inch crown 1-inch leg staples in diamond patter spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing i6JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 16-inch One (1) 18 ga.114-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. securing each panel lap ALC15001.4 FL12194-R7 6of11 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. l CREEK TECHNICAL SER ICI .S, L.L. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.6-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width iW Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga..114-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond patter 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; 42.1 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch 1-inch leg stapleslocated 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 Psf} Substrate F- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment AttachmentOne ( 1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three ( 3) 18 ga,1/4- No.2 SYP anchored to staple spaced 12- inch o.c. securing One(t) 18 ga1/4- One (1) min. 1.75-inch x 24F-1 Max . Wood inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0.072-inch diameter finishing nail with min. 80 12- inch diamond pattern 1) min. 2.25- One (1) min. 1.75-inch leg staple spaced 8- inch 3/ 16- inch head spaced 90 spaced 16- inch o.c. inch x 7d ring shank nail x 0. 072-inch diameter o.c. 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001A FL12194- R7 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominallx2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 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 roofingnails acedp 1) 7d x 2.25- One (1) min, 1.75-inch inch o.c' 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal Ix2 staple spaced inch long T nail or No.2 SYP 12-inch o.c. securing One (1) 18 ga.1/4- One (1) min. 1.75-inch x Max. ga., min. 5/8-inch anchored to each panel lap inch crown x 1-inch 0-072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o 3116-inch head spaced head spaced 8-inch inch ring shank x 0.072-inch diameter c. 12-inch o.c. 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 Nominal 1 x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.114- anchored to dock or spaced One (1) 18 ga. 1/4- One (1)min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 8024F-4 16-inch Wood leg staples in 1) min. 2.25- each panel dap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3116-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch 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. k' 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 Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 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. 1.75-inch.x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 6016-inch 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 16Anch o.c. nail 24-inch o.c. x.0.072-inch diameter 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 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 0.072-inch diameter 80 2417-6 Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 6016-inch 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 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001A FL12194-R7 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 71 D CREEK TECHNICAL SERVICES, L_LC 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 PanelAttachment 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 ga.1/4-inch crown through the rafter securing each panel One {own ga. , c One ( 1) min. 1.75-inch Max. rafter with one ex 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J- 1 12- inch 7) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inchx 7d ring 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 Net SYP Three {3) 18 nail straight -nailed female lock or One ( 1 ) 18 ga. %- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x1-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 16- inch 1) min, 2.25- staples in diamond batten or two (2) lap Wood 8- inch o.c, and finishing nail With min. 53.3 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 0.072-inch 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. 24- inch o,c. ALC 15001.4 FL12194-R7 10of11 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, LL 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 Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x 1-inch leg staples in diamond 1-inch leg staple securing the nailer Three (3).18 ga.1l4-inch crown pattern spaced 24-inch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel tap Wood patter spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.114-inch crown x securing 1- inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3/16-inch head spaced 4- inch o.c. Three ( 3) 18 ga.1/4-inch crown x One (1) 18 ga.114-inch crown x 1- inch leg staple securing the nailer Three ( 3) 18 ga.114-inch crown x 1-inch leg staples in diamond 1- inch leg staples in diamond of each female lock or spaced 16- pattern spaced 12-inch o.c. Max. Minchpatter spaced 24-inch o.c. Channel t securingpaced 4- to joists; securinginch o.c. securing each panel lap securing J-Channel to fascia: 53.3 53. 24JJ- 2 1 Wood One 18 crown x One ( 1) min. 1.75-inch x 0.072-inch Wood One (1) 18 ga.1/4-inch crown x 1- inch leg staple securing the in 1-inch. leg staples located in the diameter finishing nail with min. nailer of each female lock or edhorizontal leg of the J Ch el 3/ 16-inch head spaced spaced 16-inch o.c. securing spaced 12-inch 4- inch o.c. each panel lap ALC 15001.4 FL12194-R7 11 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. a ALUMINUM COILS, INC Soffits Appendix B' INSTALLATION Note - Refer to the APPRoyED Sys-mms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No, InstallationDetail 1Piga 1!4"xi" s6pleS 24" o.c, max OPEN RAFTEP DiWIond' Paten 1 OgA., 114 1' JOIST staples 12" o.r. Ma", f • P lj ~ i r 3fi„ 10. 5JJ-1 & Qet:i.a 14. 5JJ-1 1 sga.,114, x 1" 18ga" 1'4 ,-'t' StnG(es 24" o c. rstsr stanie5 ? 4"D.C. rna-A tsiala7,nd" Patten 18ga.. IA"X 1n r e i staples IT O'c, ma,= D, arnoncl" Panen J f hannei _>' r Del ail 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. Thisevaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r.'CREEK TECHNICAL SERVICES, la.LC No. I Installation Detail IV[ t+l. 3"S" HEAR DIA_ NAIL, MIN. I>23„ EMBENDMENT SPACED 24" O,C, FOR WOOD SUBSTRATES. MJJ",1. I4GA T-NAIL OR MIN, 9GA, STUB NAL WITH 3 8" HEAD Dif:A., MIN. 51T EMBEDMENT SPACED 3" O.C. FOR MASONRY SUBSTRATES. ASCIA. SLIP BOARD 12F-1 & I I SOFFIT 12F-2 NiAX.'t2-'NCH SPAN F" CHANNEL FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 j8" X 3/8" STAPLE 16" O.C. s. s. 1 3j4 YTRIM NAIL MIN, 5 NAILS PER 12' 131EC E SOFFIT & FASCIA DETAIL ALUMINUM COILS', INC Soffits Appendix IS ALC15001.4 FL12194-R7 Page 2 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. sr ft CREEK TECHNiCAL SERVIf_-E.S, LLC System No. 3/4" X 1/4"-, CROWN STAPLES USING A DIAMOND PATTERN I I 12F-3 I I L. 1-3/4' TRIM NAIL F- CHANNEL CAN BE PAINTED S.S, 4-8' INSTALLED Wl' '. .E O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/ir BETVMN I DETAIL FACIA BOARD CAP 3/4- X 1/4- CROWN 1-3/4* TRIM NAIL FACIA BOARD STAPLE '8" ON CENTER PAINTED S.S. I &r SOFFIT- 1-2 - i nch zpa,' FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT ` SOFFIT & FASCIA DETAIL ALC15001.4 I'Ll 2194-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. T Ct-iNICAL SERVICEs. LL CREEK ALUMINUM COILS, INC soffits Appendix B System No. installation Detail N11N, 14"A T-NAIL OR MIN, 9GA, STUB NA:L WITH 31S" HEAD DIA.. R iN, 518" EMBEDMENT SPACED S` 0, MASONRY SUBSTRATES. FASCIA SLIP BOARD ti FA5CIA 7f21M 12F-4 V, SOFFIT MAX. 12•INCH'SPAIN F" FACIA BOARD CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL 1.5001.4 FL12194-R7 4of19 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. MIL ALUMINUM COILS, INC Soffits Appendix System No. Installation Detail OPEN RAFTER jf:fi — 3/4" X 1/4" CROWN STAPLE OIST rt-- i4w" SOFFIT STAPLE DIAMOND PATTERNFACIABO.cRD DETAIL 3/4- X 1/4- CROWN STAPLE -24- OpN CENTER USING A DIAMOND PATTERN l FASCIA CAP l2J-1 ti—CHANNEL 3/4' X 1/4" CROWN 8" FACIA BOARD 1-3/1S.S. 1-3/4' TRIM NAIL STAPLE ON CENTER PAINT cuz p*3 cr, rort5.r, PAINTED S.S. 48" FASCIA CAP n„ 3 O.C. diameter _Crew' 3/4 ifi c.r . CROWN STAPLE SOFFIT rr ax; 1 t "i' an SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK w - .. I System No. I Installation Detail 12JJ-1 & 16JJ-2 18ga,, 1t4"x.I„ staples 1-" O.c. mat, A 12ga 114" x I" Stu, statues 24" o r. Max 1 Diar€iorid'" Patten ALUMINUM COILS, INC Soffits Appendix B 1Sga 114"x1" staples 24" c,c. Ma", Diamond' Paden a4nn,,i. DeW 8 lvya 1t ct j staples 11 e c .nax, T / r Diamond Palen 1nya 1 4 1" Maples in hor. 'itai leg of fpmate {rap i 1•Ctt3{tnel — ' O'elN . =. ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, e w a. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 17- f- Tr: is I- 3 !F '- A C, A FASCIA BOARD CE fE , .. 4fASCIA, CAP SOFFtT Sy VVV OPEN RAFTER. R .TN 1 FASCIA BOARD G i E Fxrd N A 16F=1 SOFFIT & FASCIA 16F-6 E ; u. . DETAIL FASCIA CAP; REFER To SOFFIT & 'FASCIA CNANNE DETAIL SOFFIT; MAX. 16" SPAN 3 1! nASOxRY•---="/ sf SUBSTRATE ALC15001 4 FL12194-R7 Page 7 of 19 This evaluation report is provided for Stateof 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 r CREEK TECHNICAL VI E , L.L.0 ALUMINUMCOILS, INC Soffits Appendix B System No. Installation Detail MIN. 3:8" HEAD DIA. NAIL MIN. 1.25" EMBENDMENT SPACED 24 O.C. FOR WOOD. SUBSTRATES. MIN_ 14GA T HAIL OR MIN, 9GA. STUB NAIL WITH 3 8" HEAD DIA., MIN, 5t8' Ef. 1BEDMENT SPACED S" O.C. FOR MASONRY SUBSTRATc. S. FASCIA SI-JP BOARD r FASCIA TRIM 16F- 3 & SOFFIT F" 1617-4 CHANNEL STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3 /8" STAPLE 16„ O:C, FASCIA LIP 1/4" J_ PAINTED S.S. 1 3/4" TRIM. PJAIL MK 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15Q01. 4 FL12194-R7 8of19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-31 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 - or V CREEK TECHNICAL SEP.VICES, LLC System No. Installation Detail 16F-5 3/4' X 1/4' ---, CROWN STAPLES USING A DIAMOND PATTERN j 1-3/4" TRIM NAJ F- CHANNEL CAN BE PAINTED E.S. 48' INSTALLED WITH THE O;C- NAILING FLANGE UP OR DOWN WOOD SUBSTRATE SOFFIT—z-,X, 1C'-JMC11 OPEN RAFTER FACtA BOARD CAP 3/4' X 1/4' CROWN STAPLE "8' ON CENTER ALUMINUM COILS, INC Soffits Appendix B 3/6* RETWENSTAPLES SOFFIT STAPLE DIAMOND PATTERN 3/8' SETVEEN I ;' Q ETAI L STAPLES I 1-3/4' TRIM NAIL PAINTED S,S. SOFFIT FACLA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC1 5001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 (320-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurancechanges 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 ERvICE , LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail E A.L Vl- .,, 4, IL<,w R,F,` i (. FASCIA BOARD. FASCIA CAP SCIFFIT y 004 RAFTER t t ;.. -`3*, S-APLN3TAILH11 y. FASCIA flilA.Rii i 16F- 2 & P'TE-.a El I rt G SOFFIT & FASCIA s 16F- 7 DETAIL g» CHAfiNEt il--- F4SCIA CAP,P.£fFR. TD SOFFIT I FASCIA DETAIL j—•..- -,, ,..-.- 1 f." : I' siapl U 1 ,. SO€ Fri tIAX. tfi" SPAN MASONRY- 1 f< r. Dian SUSS, TRA7E orcr F0en ALC15001. 4 FL12fi94-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. lip e I -1-M, INS CREEK TECHNICAL SERVICES, L.L. 16J-1 No, I Installation Detail 3/4- X 1/4- CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER OIST FACIA BOARDi,FASCIA CAP 1-3/4' TRIM NAJLJ PAINTED S.S. 4$'* O.C. SOFFIT—,liax. _16- _;nch span ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4' X 1/4- CROWN STAPLE '8- ON CENTER 1-3/4- TRIM NAIL PAINTED S,S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001,4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 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. 1 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 , s?aolaS 24' €r e_ mazy OPEN RAFTER i' "Diar7 and Ralten- t staples tr 0.r, inax, 77 l -- a1-L.naniif?I D+:ts+i 6 staples 24 o,c, max 19tlato"X t' Starnes S" a;c. rnax Diamond" P-atten Diamond' PaRr-n t i' J- Ghannel De iail. P. ALC15001. 4 FL12194-R7 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. CA a CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i 8ga., 114" x1' slapies 24" ox, max s — CK'EN R4PfER f. F' Diamond" Fatten OIST 10ga.. 114" x 1" staples 1.2" o,c_max f t I ga., 1'4" x 1" staple_ 1' "o c, max and 1 :14' Long x_072" Dia. Trim J'Channel Nails with 316" Head 4" 39' t 22.5JJ-1 o.c_ max Detaila 1Ega.,114"x1" 18gd., 114" x1' j—` staples 24" o.c' max 3.s` staples 24" o_c max Diamond" Fatten staples 12" o. c_ max Diamond"Patten f" GGhannel Ge3ail A ALC15001.4 FL12194-R7 Page13 of19 This evaluation report is provided for State of Florida product approval under Rule61 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. 3CREEK TECHNICAL SERvic s, L_L_ ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIM NAIL FASCIA BOARD PAINTED S.5. } I'.J- CROWN' \ / l i','—FASCIA CAP STAPLES--'`.. SOFFIT USING A DIAMOND PATTERN; REFER TO ! ( '`, ,. f I"xj- CROWN STAPLE SOFFIT STAPLE. f ````,. € '`.. — DIAMOND FA7TERti DETAIL itP" TRIM NAIL \ PAINTED S.S, FASCIA BOARD SOFFIT iG FASCIA DETAIL 24F-1 & ! 24F-4 --1"4" CROWN STAPLE FASCIA CAP: REFER `• SOFFIT FASCIA DE \ DETAII % Nominal 1"x2" SYP/ 8• Batten Anchored to SOFFIT; MAX. 2L" F-CHA,NNEL Rafters vith one 7d --- Rfag Shank Nail at every Rafter W000 SUBSTRATE SOFFIT STAPLE. OIAMONO PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r ft iCREEK TEcHNICAL SERViCES, t-:t:.. ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Y 1" TRIM NAIL .FASCIA BOARD PAINTED S.5. 1-4" SMOOTH SHANK , i i.---FASCIA CAP ROOF NAILS ""-. `,:, , SDFFIT CROWN STAPLE. 3 " TRIM NAIL PAINTED-S.S:. FASCIA BOARD SOFFIT k FASCIA 24F-2 & iDETAIL 24F-5 ; 1 CROWN STAPLE tY FASCIA .CAP;;. REFER To SOFFIT S FASCIA t I DETAIL Nammat T".'.x2" SYP Batten Ancho"ed.Td SOFFIT; MAX. 24" F-CHANNEL ' Rafters ,'ifh ane id Ring Shank .Nail at every Rafter WOOD SUBSTRATE I 4 , i ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL RVIC , d C ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail t PAINTED TRIED N , S, FASCIA BOARD' FASCIA CAP 740A ;•" T-tIAILS 1"4" CROWN STAPLE tTRIM NAIL FASCIA 80AA0 PAINTED S:S. SOFFIT & FASCIA DETAIL 24F- 3 & 2417- 6. r t"q- CROWN STAPLE t FASCIA. CAP;. REFER TO SOFFIT S FASCIA DETAIL Nominal 1".2" SYP 6 Oagen An[hored to SOFFIT: MAX. 24" F- CHANNEL Rafters .with one 7d Ring Sihank: Nail at very Rafter MASONRY I I ALC15001. 4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval Under Rule 61 G20-3. The manufacturer shallnotify 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. 7 ALUMINUM COILS, INC soffits Appendix B System No: Installation Detail y- 1 f TRIM NAIL FASCIA BOARD PAINTED5.5, CROWN. STAPLES`` j /--FASrtACAP DYING A DIAMOND PATTERN, REFER TO a.. CANTILEVERED SOFFIT Y't" CROWN STAPLE SOFFIT. STAPLE RAFTER DIAMOND. PATTERN DETAIL``-., FASCIA. BOARD I SOFFIT & FASCIA I TRIM NAIL PAINTED S-S: DETAIL 24J-1 c4c CROWN STAPLE 24J-Z FASCIA CAP, REFER TO SOFFIT & FASCIA QETAfi.. Nominal i x 2".5Yp baNens s can er, ra _rs and SOFFIT; YAX.. 24" J 31$ J-£HARNEL cur n, hF uric } ) PC onRl cant, nail st a gift to t WOOD SUBSTRATE hh Ric_ rafter .into In }heend trmiof : he Batten of two f2f 7d n. tg Shark, nxalls tee -nailed ort elthmir Side of the baltern at Ilse batteMraRecinters ttlon SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shah notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluationreport does not express nor imply warranty, installation, recommended use, or other product.attributes that are not specifically addressed herein. ALUMINUM COILS, INC. soffits Appendix B System No. Installation Detail staple 24' 0 8.n.Y OPEN R^,FTER llarnoni, Patten f lB N, r 1 V -f 1 ,. .x slapt.-es r.• 16" c,c max and 141 Long x U72" Dia l r€r' i_ h:snnel G.0 max 24JJ-1 t Sga.. 14' 1,. aI " otaples 2,4" o.c- max 18ga 114 x I" E sfarY6eS ii" u.u._ ftraN riiarrond" Fatten r i 0-lmm € A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0* CREEK TECHNICAL SERVICES, I -LC System No. I Insiallation Detail I 24JJ-2 13 18,' a., 1 !4' x stapt-es 16—o c niax and ' 3/4' Lorin x 072" Dia 'Ifn NFik' w0i 3iiEHead O' C' Max 2W, PATTER A Di. amand" Patten staples 12"o,c. max ALUMINUM COILS, INC Soffits Appendix B 18ga, 114"x1' , staples 24'o,c. max Diamond" Patten Pnnpl Detail a s,, apler.z24" o,G. max staples 12" G.C' Max ft " Diamond' Patten t7 fl slaples in honzontal leg offernale lap Detail A ALC 15001.4 FL12194-R7 Page 19 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, t..L. 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, 11, 111, 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 wallsisoffits 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. V,,it 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 A FL12194-R7 Pago 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. P CRE ti.K TECHNICAL EFV ICES. L €m" Enclosed Negative Loads) Enclosed Positive Loads) a] 5 4 5 ALUMINUM COILS, INC Soffits Appendix C i Desi n Wind Pressures for Soffits in Exposure B - Mean xBasic Wind Speed mph) Roof- ihtft' 120 130 140 150 .. 160 170 180 190 200 20 16.9 1.9.8 22.9 26.3 30.0 33.8 37.9 42.2 468 25 169 19,8 229 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19 8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40' 18.3 21.5 24 9 28.6 32.5 36.7 41 2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20 8 24.4 28.3 32.5 37,0 41.7 46.8 52.1 57.8' 40 22.6 26.5 30.7 35:3 40.1 45.3 50.8 56:6 62.7 50 24.1` 28.2 32.8 37.6 42.8 48.3 54.1 60:3 66.8 60 25.3 29.6 34.4 39.5 44.9` 50.7 56,8 63.3 70.1 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 2413 27.1 30.0 40 11.7 1 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 28.1 313` 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 20 10.8 12.7 14.7 16:9 19.2 21.7 24.3 1 27.1 30.0 25 10.8 12.7 14.7 1°6.9 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 27A 30.0 40 11:7 118 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3' 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001. 4 FL12194-R7 rage 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 evaluationreportdoes not express nor imply warranty, installation, recommended use, or other product' attributes that are not specifically addressed herein. a ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure''<C Building Type Zone Mean Roof Hei ht ft Basic Wnd S eed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62, 8 30 23.6 273 32.1 36.9 41.9 47.3 53.1 59A 65.5 4 40 25.0 29.4 34.1 39A 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 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31.4 36.4 41.8 47.5 533 60.2 67.0 74.3 Loads) 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 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59:7 67.4 75.5 84.2 93.2 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 33.7 37.8 42A 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 1 35.0 39.2 1 43.7 48.4 Positive 20 13.9 16.3 18.9 213 24.7 27.9 31.2 34.8 38.5 Loads) 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 5 40 16.0 18.8 21.8 25,1 28.5 32.2 36.1 402 44.5 50 16.8 193 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 272 31.0 35.0 1 39.2 1 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- e- CR-EEK TECHISHCAL SF-RVICEs, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building' Type Zone Mean Roof Height ft Basic Wind Speed mph) 130 140 150 16,0 170 1 90 200.. 20 26.0 30.5 35A 40-6 4&2 522 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 160.6 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 1 -34.5 40.0 45.9 52,2 58.9 66.1 73.6 81,13 50 30-6 35.9 41.6 47.8 543 61,3 688 76.6 84.9 Enclosed 60 315 37.0 42.9 49.3 56.1 633 70.9 79.0 87.6 Negative Loads) 20 321 37.7 43.7 90.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39,1 45.3 52.0 59.2 66.8 74.9 83A 92A 30 34.5 40A 46.9 53.8 61.3 69.2 77.5 36.4 95.7 5 40 36.2 1 -42.5 49.3 56.6 64.4 72.7 81;5 90.9 100.7 50 37,7 44.3 51.4 58.9 671 75.7 84.9 1 94Z 104.8 60 38:9 45,7 53O 60.8 69.2 78.1 87:6 97.6 108.1 20 16.7 19,5 227 26.0 29.6 33.4 3T5 41.7 46.3 25 17.3 203 23.5 27.0 30.7 34.7 38.9 433 4&0 30 17.9 21,0 243 27;9 31.8 35.9 40.2 44.8 1 49.7 4 40 18.8 221 25.6 29A 33.4 37,8 422 47.2 5Z2 50 19.6 23.0 26.7 30.6 34.8 39.3 441 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16.7 19.5 227 2&0 33.4 375 41.7 463 Loads) 25 17.3 20.3 23.5 27,0 30,7 34.7 38. 43.3 48.0 30 17.9 21.0 24,3 27.9 31.8 35,9 40,2 44.8 49.7 5 40 18:8 221 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 ::::J-39,3 44.1 49,1 54.4 j 60 20.2 237 27.5 1 31.6 35,9 1 40.5 1 45.4-- 50.6 56.1 ALC15001. 4 FL1219.4-R7 4 of 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, L.L.0 3/8" F-Channel 318" J-Channel 3/4"-...-. I/8" HEM 15a, _ 7 3/4 i 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8'.PROhLE 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 assurances 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 9t8" HEM I 3t4" 7t8" J--- 6"FASCIA 7" BLANK 1t4" ISOMETRIC VIEW ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use., or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3 / B PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-137 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. r y CREEK rEc.H #I-C AL. SFERVICES, LL, 12" T4 Soffit 3 1L8" 5/16" 3/L" 7/8 ; 31/81, 1/2" / '\__/ 1/2"1/2'. 1/8" 1I8" 13,75" BLANK 3/8 PROFILE U L J F1 ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001,4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online https:/,Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX..4 U.a.,.bbe i&>. db' SCISHorne Log In User Registration '. HotTopics Submit Surcharge Stats & racts Publications rL3C Staff BCIS Site Map Links Search ProductApproval Q USER: Public User Frodo-,LAIii r i. i I ;3Ir > Pruduct c r o-1ClP r: tii2n Sea=r.>{ > ;pplicatx n_L; > Application Detail 6 3 ow d F 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 rmetz0i)1@tampabay. rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776- 5261 rmetzOOI@tampabay.rr. com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579- 6706 don.shaw@iko. com Roofing Asphalt Shingles Certification Mark or Listing. FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 1 of 3 4/'13/2018, 7:41 AM 1M Florida Building Code Online4 https:hwww.floridabuilding.org/pr/pr_appjtl. aspx?par4n1=wGEVX— Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Model, Number or Name 7006.1 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 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A 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 FL?...Q(36..._.R...;1.:f}..:_.C......_OAC. Letter_,_tl`Ld..D.. 61_.letter. t-26-2017)frp p Fh _pcfi FL7006_R10 C CAC Letter_ _IiSTM D3462 lever._- 9-:R fi-2.9.17)w FL7006 I210 _C.....AC.. t etter , AS-r.;r_1Ot1 letter _ Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL,7gG6 R10 _I1...,IKO 1B7, 02_Dl__Leltei Installation Instructions for FBC FL70.06 paf 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 FL7_QQ4_ R10 C C&G AST.M....._i3._39:6...7 _ Shing t: l..e..,lter Surveilian e Aud6h Locenon - (b-2B-2017.);.pdf F17006, Riti__C-._..CAC Letter - A5, M D3161,..lettet - FL700£_ ri1p. ccac L r A r,r WA62,_letter ..- f9 26-2._17Q.p f FL7006R10_C. QAQ,LettA_leti p(9 26-2Q17df <. r....: Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL700C_R;n IT H€anl Ridge._Cap._.S..irli.gle..TpsKallaton fnstruc.,tions_pdf FL7QQ6_ R70.11_IK0 7.87_Q2 01Leter_Installation Instructions for FBC FL7006 i;dr. Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL70G6 RX0_,G CAC Letts ASTM 1aJA1_iet gr_- 1 26, 2017) from FE7,,pdf FL7006 R10_ CAC Lette ASTM i 346Z_letter_- t9 26:2g17):pdf 2 of 4/13/2018, 7:41 AM Flonda Building Code Online https://www.fl.oTidabuilding.org/pr/pr app_dti.aspx?param=NvGEVX..: other: FL7006 RIQ.._C_CAG Letter -- ,ASTM E14 _letter...:: Quality Assurance Contract Expiration bate 12/31/2020 Installation Instructions FL7006 R10 II IKO.1R7-04_-01 letter -Installation Instructions for FBC FL7906 pdf FL70.O.o- Rio ofta}g..-ProSOcts, Le?diny dae ('lus-- Alipllca..tlon EN(1),pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon Plus AR, Superglass Plus ; 3 tab fiberglass asphalt shingle manufactured at IKO's AR I Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; I Sylacauga, AL and Kanakakee, IL plants Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other: Certification Agency Certificate FI.7006 R10 C CAC_ Letter ASTh1 D3.161leUei j4_Z6_Z01Z) from FM pdf FL7006,R10 C_CAC_Letter._.! 51'M D3462•letter_- L 26-2017).pdf FL7006 R10 C'_CAC _Letter - ASTM E10H letter -, k9.- 6--2J7),pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions i L70{}6 R10_1,11KO ]87-02-01. Lette! lrt stzll t n Irstructlons. for FBI- _FL7 Q6_pcLf Verified By: Duc T Nguyen 65034 Created by Independent Third Party No Evaluation Reports Created by Independent Third Party: Nextt Cgntac Us :: 2601 Blair Stone Road, Tall has£ee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyhght2007-20Y3 State of Florida.:: Privacy_StaSem=nt =: accesstbifity Statement : t Refund Statemgrt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter.455, F.S. must provide the Department with an emat address d 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 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.&, please click here . Product Approval Accepts: Credit Carts Safe 3 of 3 4/ 13/2019, 7:41 AM 1 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-HipandRidge12_3HRTri-2013-08 reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: a Signed: I Brad Grzybo#%kl Duc T.fN u en d Managing Df ector Florida RegTSTered Professional Engineer P.E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Construction Materials Technologies; LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materiaistesUng@pricmt.com WebSite: http:Uwww.prlcmt.com 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 CONDUCTION 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 (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Sea] 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 1112 1-117' 11 I ate. " ---=a —•i =' —,';mow SEAiIttG STRIP — "^ s • - ® a """ a .-- NAILS 3 NAILS^' DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Consguction Materials Technologies; LLC: 6412 Badger Drive Tampa. FL33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail; malerialslesting@p6cmt.com WebSlte: htlp:/lwww.pricmt.cam 7 il IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IK® Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONDUCTION 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 of5-7/8". 6 3i NAILING -STEEP SLOPES APPLICATION Use six nails as chovni. MAIL LINE PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL33610 Tel: 813.621-5777 Fax: 813-621-5840 email: matedalstesiing@pdcmt.com WebSite: ht.tp:/Mngw,pdcmt.com c IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM 133161, 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 BEAPPLIED PROPERLY. THEYARE DESIGNED FOR USEAS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. g n' '. 25 rn nt 7,PFR CUT 511a" l i`:&?rnrni PRI Construction Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail matedalstesting@priomt.com WebSite: http:INmAv.pdcmt.00m. v IKO Installation instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F —1KO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required, 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500'mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length 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 construction Materials Technologies; LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matenalstesting@pricmt.com WebSite: http:/AwAm.pricmLcom Florida.Building Code Online https://www. fioridabuild.ing.org/pr/pr_app_dtl.aspx?param=wGEVX... 71 3 r ld i-3r3 a n i v r 8CI5 Home Log In User Registration Hot Topics Submit Surcharge _ Stars a, Fads i, Publicatbns FBC Staff 3 acts Site Map Links I. Search i b a Produck Approval USER: Public User r odu_ [_AU ..,vel_Nlp > Pr duct..gr AFR.SaS n eL'h > A"V'- ie2nl si > Application Detail FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofi ng Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346...._R7 QQ _i Rt CM1::._C.ert of.Tndep, itt en4 .pdf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing Lab FI2346 R7_ FGtr y F$C 7017 tandardc FQp val nc_y.pdf 1 of 2 4/1.3/2018, 7:44 AM Florida Building Code Online 111' https:!!www.floridabuilding.org/pr/pr app_dtl.a.spx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 2346.1 Model, Number or Name 15 and #30 roofing felt Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 115w and 30w roofing felt Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be an unprotected. weathering surface. Description ASTM D 226 Tested Installation Instructions FL2346_R7 II Inst@liationin3tructcns:,pdf Verified By: -PRI Construction Materials Technologies, LLC Test Reports. A-2346_R7 TR 15A_"fesl,_t3epnlT,pclf FL2346 R7_Tf2 30A Test_Renompdf ASTM D 4869 Tested Installation Instructions FL234b_I`7 .t _ nstatistionInstrtaction pcf Verified By: PRI Construction Materials Technologies, LLC Test Reports I-L2346 R7 TR_15w Test_Report:pdF FL2346 R7 TR 30.n est.,Report.pclf Badc3 IN e It It j C.4nta.sl.1l5 :: 25201..8131L.5[D l@ RI}dQ, Tana hasccr FI 8239a PIY10k: @5.R.'45 .7._1..d24 The State of Florida is an AA/EEO employer. g.pyrig115 ZQQ7=iQ1 5IaSe.Df_Flprk{a, :: prrvacv Statement :; AtSEg5;tjjty..Sts?Ie_lt![IL ::.ftaf5lnS1.5ia1?Y71C>?3 Under Florida law, email addresses are public records. If you do not want your a -mad address released in response to a public -records request, do not send electronic mail to this entity.. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,:please clickhere . Product Approval Accepts: M Credit Card Safe 2 of 2 4/13/201.8, 7:44 AM C 4 WARRIORo ROOFING MANUFACTURING r. P. 0. BOX 40185 • TUSCALOOSA, AL 35404 o PHONE (205) 553-1734 e FAX (205) 553-1755 t: 193 LEROY ANDERSON ROAD v MONROE, GA 30655 a PHONE (T70) 207-0695 a FAX (T70) 207-0775 323 DEVELOPMENT AVENUE s 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 corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each. subsequent length. a minimum of two inches as you move up the valley to insure proper water shedding.. 1 In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. N r' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: $ 4607.00 Job Address: 3932 LOON LN WYNDHAM PRESERVE PB 81 PGS 93-102 Historic District: Yes No Parcel ID: 17-20-31-502-0000-0890 Residential® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5-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 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park EL 32792 __ - State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Petnfil Application i 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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati ig Onstructipn and zoning. Signature of Owner/Agent Print Oxvner/Agent's Name Date Signature of Notary, -State of Florida Date v or Kevin Stine Print Contractor/Agent's Name Date KELLY WEBSTER Notary Public - State of Florida Commission # FP 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A et t s Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical 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: COMMENTS: UTILITIES: ENGINEERING: FIRE: Plumbing[] Gas[] Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application CITY OF SANFORD BUILDING & FIRE PREVENTION F. AUG 1 7 2018 PERMIT APPLICATION Application No: jq-o Documented C01IStl-UC6011 N'-a]Ll(.': S CA, Ly^\ ( -1wnJob Address: Historic Districto es NO Pa re ell 117: -T- -c&- 3 bq C) Reicleutial Q ComniercialFl I)I)e of Work: AdclitionO AlterationEl Repair Demo n cimm),e of use El mo, I) ti n of Work: CI 'IF escrip 110 /,"J -LiaIIIjkc- il, in Plan Review Contact Perswn: P hi 0,11e: Fax: Email:— Prope-fty Owner Information Cv outt il-ei - Phone: Name v)( 'L Title: reet: S tI - ' l ' , ResidentofCit v. Stz I t e Z i P: Conuacor Information 2 111 . street.: a. Fa.): L j/ J Ck\. Suitezip: - I l a ,e c 0 n 5 C).: I I Inform-s:'Lion, nc.: Street: Fax: Citv. St. ziP!, E'- Itlafl: dd I- I - - () T - F OF C I ) 1 E N CE I E N T I -k V v - . - I' RN I N,GTO0W\ E R: N () L-R, I - t., r, E 'I E 0)': D x N (JI I N Y 0 U P D - IP V. -1 1 CE0FCCINL\ I PAYI.NG T\VICEF(')! IMPROVEMEMS' TO )0Ui-' PiC)PER A NO ED ON THE JW', SITE RE.1-01,-E rHE IN7 ITC' TI ON, IF' YOU INTE 1) IM, 1111.COR'PED ANf) POSI CONSULT '61TII L LA DF P AN RECO'ZI)ING, WL'!, N (),I I C•F,. 0 c I E' 1\ C' F NI F N -I . 0: ri c lf-.; 11A; to ti VUL19k znInSu"o.-I I" th requirenic-nis 01 this P"r-niitrr'a.' bt. rz-trictions apphzj'Ae to Cmspropy Wt Inay foundinthepubkrecordsof015cowabandQwm3 ' v be zldliiiioaal pernnis reVind Urn other govonuu,191 CHEM such as wx2j. mamigamenrdwaRts, Mwe-owncien or Aderal agetwirS Acnph= e oWMA iS vaWaKa Am I wiH Wi'y the O,t ii-zi ofihe propeny orn rcsiukenows of Fioridx LK 10m FS 713. TlhCi-, y of S.,,nfo-,d r2quilew PQ11"01 era plan revim % = the We of pmnk subnAnaL.A copy of the exectrad COM22M A requan"'. in orderwCAMIRac00UvQw civnMd W beconsiLred 11,- CONVUSiOvaluz orthjob".at thSw of sjbcTh: a-tuaco Q"Illbflond heWyj.wonthe acco-datic' vvh local 0rlin2eShouiri calcuimed ch6NeP jed OMe nmad e— ait in commi ncwd Me nnj we Oil be applied to yo,-ur ffz- es vvnen thc pernii: is issued. ONVINER'S AFFIDAVIT: I M-tifY that A of the l'oregoing information is accurate and that all Work iviLl be done in compliance ivith all applicable In" s regidating constructionjIuMacQ. W; Came> AgnA ID QwneMery FwsonaN% KTPYzT v) Nit c- Tf I D ...... .... . . . . .. ....... . MWASO Aqm --". PtsonQ- Kqonp 10 Ain 0- Produck BET.,0W IS FOR OFFICE USE QN7LY P Cc f-, ii i T" d i';- 1 E 1 f c: K c 21 LJ Niechanical Ll P 0 Construction Type: . ...... ....... — Occupancy LW . . . . ..... _____ Mod Zone: TOY Q F! Of 1102: Min. Occupancy 1wad: 1 Cf N e " C 0 n S a u C H 0 n: F 1 c- C t r i c . ....... — PlmnWvg - #of Fr. cnes . ..... or was Viv"- Fi- P,i, 11'i 7 ALS .......... . . ......... . ...... .. . .... . ....... . . ...... -- WASTE WATER: ENGINEERING: F ERE.. I-- .. . ......... COADIENTS . . . . . . . . FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001920 Date 8/17/18 Application pin number . . . 481280 Property Address . . . . . . 3932 LOON LN Parcel Number . . 17.20.31.502-0000-0890 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 298683 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2756.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071455 Permit pin number 1071455 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/17/18 Valuation . . 0 Expiration Date . . 2/13/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1122.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I 10 v Documented Construction Value: S Job Address. _ 713) tocAo to Parcel ID Historic District: Yes No fN Residential , Commercial Type of Work:.:New 19 Addition Alteration El Repair Demo Change of Use Move Description of Work: JJUI=S'l virt n €' VAe_Uj S C Plan Review Contact Person: Phone: Name Fax: Email• Property Owner Information Phone: Title: Street; Resident of property? City, State Zip: y Contractor Information Name trlu't4 1:atf 4 1 r u'1 Phone: Street61c 5- r ` Fax: City, State Zip: (,U! j L 3 q '7 7 t aState License No.: Name: Street: City, St, Zip: Bonding Company: Address: Arch' itect/Engineer information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHE, JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as: indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction inthisjurisdiction. I understand that.- a separate permit must be secured for electrical work, plumbing; signs, wells, pools, furnaces, boilers, heaters, tanks, and. air conditioners, etc. FBC 105.3 Shall be inscribed, with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 7-1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current )CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoinginformation is accurate and that all work will bedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Stgnature of ent Date Pri- r0wrier/AgmV., Signature ' if Notary -State ofFlorida Date Owner/ Agent is _ Personally Known to Me or Produced: ID - Type of ID MEW Contractor/ Agent is -X- PersonallyProduced ID _ Type of ID _ Permits Required: Buildingn Electrical[]' Mechanical n Plumbin.on Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Dau,-- 79(, V FF 12ks55 Gasn Roof n Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No D # or Heads Fire Alarm Permit: Yes n No F] APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001920 Date 7/27/18 Application pin number . . . 481280 Property Address . . . . . . 3932 LOON LN Parcel Number . . . . . . . . 17.20.31.502-0000-0890 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 298683 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 --- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2756.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1066950 Permit pin number 1066950 Sub Contractor LINSCOTT PLUMBING SERVICES Permit Fee . . . . 96.00 Issue Date . . . . 7/27/18 Valuation . . 0 Expiration Date . . 1/23/19 Qty Unit Charge Per Extension 16.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 96.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1122.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001920 Date 7/27/18 Property Address . . . . . . 3932 LOON IN Parcel Number . . . . . . . . 17.20.31.502-0000-0890 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1066950 Permit pin number 1066950 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PL05 PLUMBING FINAL / / DESCRIPTION AS FURNISHED: Lot 89, WYNDHAM PRESERVE, as 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 UNNAMED PLATTED R/W, PALMER'S SUBDIVISION S 00016'57" E 0`"- ON 62.00' FENCE 1•0' 0) LOT 90 3c_c 3 Z. Lc)N L_Pns-,oC_ REC. 112" I.R.- NO 1. D. P.O.L. ® 126.61 PVC - FENCE 7 Cp t+ c6 co SET 112" I.R. J4596 SETBACKS AS FURNISHED FRONT = 25'(*) REAR = 20' SIDE = 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER AGE PLANS 15' BUFFER 38.41 ' 38.4 1' 38.41 LOT 89 3.7'x3.5' AC PAD 1 1.00' 22.7' 0 17.3' o p COV'D. BRICK (6 17.3' ONE STORY RESIDENCE 0 F.F.= 24.78' 0.4' ON COV'D. BRICK 5.3' 0 h 15.3' d 11.00' 19..3' 13.7' * 16' BRICK WALK BRICK DRIVE 30.53' M REC. 112" I.R. NO 1. D. P.O.L. ® 126.61' Im LOT 88 l 25.20' 25.20' — — • 1- — — — --• — — — — - 1.5' 11 11 10' UTIL. ESMT. DRAIN G PROPOSED DRAINAGE FLOW 5 ILOT GRADING TYPE A MOD PROPOSED F.F. PER PLANS = 24.7Q,G 5' CONC. WALK B. B.) S 00*1657" E 62. 00' 1. 6' L 53. 0' P. C. SET 112" I.R. J4596 G GP LOON LANE 50' PRIVATE R/W) CRUASEiVffE1YL' R-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P FPLAT FIELDP.O.L. TYP. POINT ON LINE TYPICAL NOTES: IF. IRON PIPE P.R.C. IN [IF REVERSE CURVATURE i THE UNDERSIGNED GOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IRIRONRODMONUMENTP.C.C. RR. POINT OFCOMPOUND CURVATURE RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 54-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SE SETI.R. 1/B' IR r/pLB 4396 1/2'CONIRERR. HON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED V.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O. B. POINT OF BEGINBNG CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O. C. POINT OF COMMENCEMENT P.R.M. PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Q NLD CENTERLINEa NAIL 6 DISK F.F. B.S.L. FINISHED FLOOR ELEVATION BUILDING SETBACK LINE 5. THIS SURVEY /S PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. RYW RIGHT- OF-WAY BM BENCHMARK 6. DIMENSIONS SHOWN FOR THE LCfAT10N OF IMPROVEMEMS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. ESMT. EASEMENT H.B. BASE BEARING 7. BEARINGS, APE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. CLFC. UTILITYCHAIN LINKFENCE9. CERTIFICATE OF AUTHORIZAT.OH No. 4596. VBFC. WOOD FENCE C/B CONCRETE BLOCK SCALE F-- 1' = 20 DRAWN BY: "• P.C, P.T, POINT OF CURVATURE POINT OF TANGENCY CERIFF/ET Y: DATE ORDER No. DESC. R DESCRIPTIONRADIUS PLOT PLAN 04-03-2018 2022-18 L ARC LENGTH FORMBOARD FOUNDATION/ELEVS. 08-09-2018 5325-18 DELTA FINAL/ELEVS. 01- 07-2019 180-19 C.B CHHORD ORD BEARING NORTHTHIS BUILDING\ PROPERTY DOES NOT LIE WITHIN TO USE E7 Rt R.1 R.L. S. 4714 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM" DAMES W. WOTT, R.L.S # 4301 ZONE X. MAP 8 12117CO090 F (09-28-07) r- SK 15 li htY ears, Inc 15 lightyears 9 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://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, TimothylSrhith 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 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 #: ' -j — t Ci Z Builder: SA +,4 S, Lt j e Community: L f ` ^ Lot: $ Address: 3't3 L 2-oc r,, Unit: City: 3-J State: ! I Zip: 9L'7 7-3 System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached) Y' x HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR RFI # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 Tim Smith, RESNET Quality Assurance Designee 5 ht - JF e UA' Ohn 7 RESNET QA Provider # (1998-199) ClimaterIr^, FI"r d I 1 Mass Blowing `JP $ IYourhomehasbeenprofessionallyinsulatedtoprovidesuperiorthermalresistance. Homeowner's Name Date - - Address 3 %r 3 9 . Zoo, City State ZIP RECORD OF INSTALLATION BLOWING WOOL BATTS AND ROLLS. , CJ New ConstrucUorr= If Retrofit..', R VALUE THICKNESS AREA INSULATED r O Retrofit-- Depth -of Previous Insulation n Ceilings -:iin sq. ft. "l Number of bags used : Estimated R value of Previous Installatiori,` n sq. ft. Area Insulated Types of Previous Insulation in"Attic Walls n sq. ft Thickness of In sulaticri l` i -1 n s q. ft f3 value of,IhsulaU_ on A, Floors. in sq. it, in sq. ft. CLIMATE PRO A'IOOO INSULATION x b I h MINIMUM INSTALLED SETTLED THICKNESS MINIMUM WEIGHT BAGS PER MAXIMUM NET COVERAGE HR•SO FT • F/BTU) THICKNESS (IN. - IN.) '• PER UNIT AREA POUNDS/SO.FT) --. 1,000 S0 FT. SO FT./BAG** -' To obtain insulation Installed insulation Expected thickness Weight per sqft. of Minimum number of bags per 1,000 sq.ft: Contents of this bag shall resistance (R) of: 0 9,_rfot be th after long-term settling h d installed insulationon shall of net area shall not not cover more than: Jess an. as occure not a ess t an. be less than: 13 4.75 4.75 0.180 5.5 182.9 19 6.75 6.75 0.266 8.1 124.2 22 7.75 7.75 0.311 9.4 106.3 26 9.00 9,00 0.368 11.2 89.6 30 _ 10.25 1025 0.428 113.0 77.0 38 12.75 12.75 0.555 16.8 59.5 44 14.75 14.75 0.662 20.1 49.8 49 16,25 16.25 0.747 22.6 44.2 60 19.50 19.50 0.940 28.5 35.1 See reverse to determine adjustment in coverage for Climate Pro A10 insulation in Minnesota. Determined using a Unisul i7olu-Matic 18 blowing machine. 1ne mac ine was set up in 3rd gear, with a 75% open gate and a X hose, blowing the wool out in a 10 ft. arc. Coverage without framing. Insulation Contractor Signature Date Company Address Phone Home Builder Signature I Date Address Phone For more information, call 1-800-654-3103, BIC-256 03/14 © 2014 Johns Manville. All Rights Reserved. 717 17th Street, Denver, CO 80202 I` Company Address Phone Home Builder Signature I Date Address Phone For more information, call 1-800-654-3103, BIC-256 03/14 © 2014 Johns Manville. All Rights Reserved. 717 17th Street, Denver, CO 80202 I`