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Home My WebLink About3996 Night Heron Dr 18-1866; NSFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000436 BUILDING PERMIT NUMBER: 18-10000436 DATE: May 07, 2018 UNIT ADDRESS: NIGHT HERON DRIVE 3996 17-20-31-502-0000-0640 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: 3996 NIGHT HERON DRIVE / WYNDHAM PRESERVE / SFR E BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00FIRERESCUEN/A LIBRARY CO -WIDE ORD .00 Single Family Housingg 54.00 1.000 dwl unit 54.00SCHQOLSCO -WIDE ORD PARSingleFamily Housing 9,000.00 1.000 dwl unit 91000.00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE 9,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE I SEMINOLECOUNTYROAD, FIRE//RESCUE, LIBRARY AND/OR EDUCATIONAL n ISSUANCEOFABUILDINGPEIT. C PERSONSAREALSOADVISEDTHATANYRIGHTSOFTHEAPPLICANTOROWNER, I TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CDDAYS OF THE DATE ABOVE BUT NO LATER THAN ALENDAR CERTIFICATE OF O CCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESET OFRULESEGOVERRNNINGSAPPEALS MAY BEPIICKEDEUP, OR REQUESTED, FROM THE BUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101EASTFIRST STREET SANFORD, FL 32771 THEMCOUNTYOBUILDINGLD BE YPERMIT ONUMBEREATOTHER POPNLEFTOOFDTHISREFERENCE STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDARDAYSFROMTHEDATEABOVE Parcel ID Number: 17-20-31-502-0000-M 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, FI 32811 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Permit Number: GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9153 P9 175 OPss) CLERK'S 4 20180LB023 RECORDED 06/14/2018 02:26::30 P N RECORDING FEES $10.00 RECORDED BY tsmith The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 1D Legal Description: WYNDHA PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public rrecordeminole County, Florida. . Address : c. q I' , Sanford FI 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information: Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address: Name Address Telephone 6. Surety: N.A. Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, FI 32811 407) 529-3000 N.A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, FI 32811 407)529-3000 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1 MOC3.1 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: 4L'1- Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne Clark My commission expires: 6/27/19 Serial No. FF209108 GP.PN`aA 0. vSt 0'I 4ptia CITY Of ORD FIRE DEPARTMENT pnd6e- 42 z APa i,,3 Building & Fire Prevention Division PERMIT APPLICATION Application No: / 0 /F 6 Documented Construction Value: $ AMOK 3 SO 128, Job Address: 3l276 A)141-f7-1{ER6/V X/UC Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- 46Lk 0 Residentiala Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME I f WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark F Title: Phone: 407-257-6940 Fax: Email: Parksquare@PerrnitsPemnitsPermits.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 Name: Street: City, St, Zip: State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: N/A Mortgage Lender: Address: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code CONTACT ' Daphne Clark Revised January I, 2018 407-257-6940 Permit Application Daphne@PermitsPermitsPermits.com 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. 4—af7IeL Signature of Owner/Agent I l6ate VISHAAL S GUPT Print Owner/Agent's N e a Signature of No f Florida Date W COMMISSION 0 FF 209108 EXPIRES: June 27. 2019 Ter M1 b ded TAN audpet Notary Slifka Signature of Contractor/Agent to VISHAAL S GUPTA Print Contractor/A Signature o -State of Florida Date 440'411V My COMMISSION 0 FF 209108 EXPIRES: June 27.2019 Gelded TAru audpot Notary Sm ices Owner/Agent is YES Personally Known to Me 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 S Mechanical' ff Plumbing Gas Roof Construction Type: V-b Occupancy Use: 23 Flood Zone: X-5cc Total Sq Ft of Bldg: '5 2,1Io Min. Occupancy Load: t -1 # of Stories: 2 New Construction: Electric - # of Amps Zo'o Plumbing - # of Fixtures ZO Fire Sprinkler Permit: Yes No M # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: M,TG 4.50 -AS' FIRE: BUILDING: SE '7• L-t8 Ok to construct single family home COMMENTS: with setbacks and impervious area shown on plan. 3-7.1 "/o N-e. P!r1sotcola-A" C L- Revised: January I, 2018 Permit Application CITY OF 1/// Sk FOIRXEP Building &Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT Application No: d: Documented Construction Value: $ 21JP Job Address:.?-M A114T RE&W klbG- Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- Q bLk 0 Residentialz Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[--] Move El Description of Work: NEW SINGLE FAMILY HOME _ WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Phone: 407-257-6940 Title: Fax: Email: Parksquare@PerrnitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Name Orlando FL 32811 Resident of property? : Contractor Information VISHAAL S GUPTA - PARK SQUARE HOMES Street: 5200 Vineland Rd STE 100 City, State Zip: Name: Street: City, St, Zip: _ Orlando FL 32811 Phone: 407-5293100 Fax: State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: __ Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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: 61" Edition (2017) Florida Building Code CONTACT* ` Daphne Clark Revised: January 1, 2018 407-257-6940 Permit Application Osphne@PermitsPermitsPennits.com 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. o/a Signature of Owner/Agent I l6ate VISHAAL S GUPT Print Owner/Agent's Napte/ t!kr-, Signature of No f Florida Date ke. D.ACM W OOMMISSION I FF 209108 EXPIRES: June 27, 2019 OrM1 eUdjet Noby SIMCef Owner/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Signature of Contractor/Agent to VISHAAL S GUPTA Print Contractor/A Signature of -State of Florida D e MY COMMISSION I FF 209108 EXPIRES: June 27. 2019 Bonded TM 89dpa NOtrry Stwiw Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical' Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: 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: WASTE WATER: FIRE: BUILDING: Revised: January I, 2018 Pennit Application FAN P18771 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: 3996 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0640 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1866 Reviewed by: Michael Cash, CFM Date: April 30, 2018 CITY Of S ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Application for Right -of -Way Utilization Permit 300 North Park Avenue, Sanford, Florida 32771 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: Aerial Installation Underground utilities Small Cell/Wireless M Other (describe): Brief Description of Work: Directional Bore Jack & Bore Roadway open cut -single lane Roadway open cut —multi lane Co -location DRIVEWAY FOR NEW SINGLE WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Emergency Repairs - Reason: n New pole LY HOME noletion Date: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submitted Signature: 0Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public ri t-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is com le a the fo ing email address: michael.cashOsanfordfl.aov I have read and un above statement and by signing this application I atgree to terms. Signature: Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Fee: Date: Date: Date: Date: . . zo IFS Date: SCPA Parcel View: 17-20-31-502-0000-0640 http://parceidetaii.scpafl.org/ParceiDetailtnfo.aspx?PID=1720315020... All t pw Property Record Card P Parcel: 17-20-31-502-0000-0640 eo..xxsoou+rvworo Property Address: 3996 NIGHT HERON DR SANFORD. FL 32773 i Parcel Information Value Summary Parcel 17-20-31-502-0000-0640 Owner BRISSON INV LLC Property Address 3996 NIGHT HERON DR SANFORD, FL 32773 Mailing 27 N SUMMERLIN AVE ORLANDO. FL 32801 Subdivision Name WYNDHAM PRESERVE IF Tax District S1-SANFORD I 0OR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 64 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) i $51,000 14,000 Land Value Ag Just/Market Value " 51.000 14,000 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj 0 0 PSG 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 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51,000 0 51,000 Schools 51,000 s0 ' 51,000 City Sanford 51.000 0 51.000 SJWM(Saint Johns Water Management) 51,000 0 51,000 County Bonds 51,000 - 0 - 51,000 Sales - Description Date Book Page Amount Qualified VactImp No Sales l Find Comparable Sal Land -- -- - - -- - -- - - - - - Method Frontage Depth Units Units Price Land Value LOT 1 $51,000.00 $51,000 Building Information - - Permits Permit p Description Agency Amount CO Date Permit Date I of 2 3/28/2018, 6:52 PM LIMITED POWER OF ATTORNEY DATE: /u/11—p I HEREBY NAME AND APPOINT: Alison Pem ill, Anthony PerrotU, 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: Crlq,,;d FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER SUBDMSION: dhealm Ar- ADDRESS: 7 Q 9`''_ PARCEL ID: /1 W U/' 2 '(/QQ D IL t Tm — AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. III CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing iad AS ed before me this: DATE: BY: VISH A Who is person* known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. -•Q NAME: DA.Clark 0•P'` My Commission # FF209108 P°°lr My Commission Expires 6F27119PIK NOTAft ' •••• # ha* 49 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence A dd recce IELECT] I,te I:FPERMIT !1•c V• Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Y Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 RtCOR.D COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 064 Pensacola A LHG FlexW Door - E Builder Name: Park Square Homes Street: 3996 Night Heron Dr. Permit Office: ty s nfordCity, 18 6Owner: Slate, Zip: Sanford , FL , Permit Number: nSANFORDParkSquareHomesJurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (3042.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1516.70 ft2 b. Frame - Wood, Exterior R=11.0 1278.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 247.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1804.0 sgff.) Insulation • Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1804.00 f12 6. Conditioned floor area above grade (W) 2570 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(326.6 sqft.) Description Area a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 a. U-Factor: Dbl, U=0.55 165.25 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 144.00 f12 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 41.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 17.33 f12 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heal Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 5.623 ft. Area Weighted Average SHGC: 0.235 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (2570.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0 0 1549 00 f12 b. Conservation features b. Floor Over Other Space R=0.0 766.00 ft2 None c. other (see details) R= 255.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 72.20 Glass/Floor Area: 0.127 PASSTotalBaselineLoads: 77.63 1 hereby certify that the plans and specifications covered by Review of the plans and FgHE Srfl, this calculation are in compliance with the Florida Energy specifications covered by this O O Code. OlgltallyslgnedbyRafael calculation indicates compliance Rafael Izquierdo lzquletdo with the Florida Energy Code. Date. 2018.04.11 15.53.26.04'00' PREPARED BY: Before construction is completed 5: •=• - DATE: this building will be inspected for j,l Q' X compliance with Section 553.908 a'b I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COp J OWNER/A BUILDING OFFICIA DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 4/11/2018 3:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 064 Pensacola A LHG Fle Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2570 Lot If 64' Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 3996 Night Heron Dr. Permit Office: City os Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 2570 23594.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 sl Floor 1549 14405.7 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 1021 9189 No 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel 1 Raised Floor 2nd Floor ---- _--- 121 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ____ ____ 134 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulalio 1 st Floor 162.5 It 0 1549 f12 0.29 0 0.71 4 Floor Over Other Space 2nd Floor _--- ---- 766 f12 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emit( Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2018 ft2 452 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 1804 f12 N N 4/11/2018 3:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM A405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1804 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 10 Wall TVpe1 Space N Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 19 6 9 4 182.0 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 44 6 9 0 400.5 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block • Int Insul 1 st Floor 4.1 48 6 9 4 452.7 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 26 6 9 0 238.5 f12 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 26 6 9 A 247.3 112 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 2 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 00 in 1 it 4 in Drapes/blinds None 2 n 2 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 15 110 in 1 it 0 in None None 3 n 2 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 it 0 in 1 it 4 in Drapes/blinds None 4 e 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 it 0 in 1 it 4 in None None 5 e 3 Metal Low-E Double Yes 055 0.22 N 4.0 ft2 1 it 0 in 1 f1 4 in Drapes/blinds None 6 e 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 it 0 in 1 ft 4 in Drapes/blinds None 7 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 it 0 in 1 it 4 in Drapes/blinds None 8 e 4 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 It in 1 fl 4 in Drapes/blinds None 9 e 4 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 6 It in 1 It 4 in Drapes/blinds None 10 E 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 It 0 in 4 it 0 in None None 11 s 5 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 it 0 in 1 it 4 in Drapes/blinds None 12 w 7 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 it 0 in 1 it 4 in Drapes/blinds None 13 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 it 4 in Drapes/blinds None 14 w 8 Metal Low-E Double Yes 0.55 0.22 N 32.7 f12 1 it 0 in 12 04 in Drapes/blinds None 15 W 8 Metal Low•E Double Yes 0.58 0.25 N 96.0 ft2 8 It 0 in 1 it 4 in None None 4/11/2018 3:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 426 h2 426 ft2 64 ft 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2752.7 151.12 284.2 .367 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 39 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 41 kBtu/hr 1230 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 514 ft2 2nd Floor 128.5 It Prop. Leak Free 2nd Floor --- cfm 77.1 cfm 0.03 0.50 1 1 4/11/2018 3:51 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun Jul AugSe Oct Nov Dec HeatinJan Feb Mar Apr May Jun Jul Au Sep Oct Nov IdDec HVentingJanFebMarAprMayJunJulAugSepOctNovDecThermostat 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 3:51 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3996 Night Heron Dr. 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 Installation. The components of the building thermal envelope as listed in Table R402 4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 10 1 /I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/1112018 3:52 PM 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 heal 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 lightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as -defined in Section 553 993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 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 maintairi the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/11/2018 3:52 PM EnergyGauge® USA - FlaRes2017 - FBC 61h 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'/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 efficlencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -healing 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 600C). 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 till 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 3:52 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°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 3:52 PM EnergyGauge® USA - FlaRes2017 - FBC 61h 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator9)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 3:52 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 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: 3996 Night Heron Dr., Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - In( Insul, Exterior R=4.1 1516.70 ft2 b. Frame - Wood, Exterior R=11.0 1278.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 247.33 ft2 4 d. N/A R= ft2 10. Ceding Types Insulation Area No a Under Attic (Vented) R=30.0 1804.00 ft2 2570 b. N/A R= ft2 c. N/A R= ft2 Area 165.25 f12 11. Ducts R ft2 a. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 514 144.00 ft2 12. Cooling systems kBtu/hr Efficiency 17.33 ft2 a. Central Unit 41.0 SEER:16.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R-0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 39.0 HSPF:9.00 5.623 ft. 0.235 Area 14. Hot water systems a. Electric Cap: 50 gallons 1549.00 ft2 EF: 0.9 766.00 ft2 b. Conservation features 255.00 ft2 None 15. Credits Pstat 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. Ot rwise, a new EPL Display Card will be completed y based on installed Code co ures. Builder Signature: Date: Address of New Home: s City/FL Zip: Q,( 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 3:52 PM 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 064 Pensacola A LHG FlexWDoor - E Builder Name: Park Square Homes Street: 3996 Night Heron Dr. Permit Office: City os 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall AxlAnd hAh4nd piping and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fore sprinkler over nlatAs and walls nr ceifinns. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/11/2018 3:52 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Enure House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG ... Date: Dec 18, 2014 By. MC/LF 7225 Sardsceve Cou1, Sute 1, Wirter Pad,, FL 32792 Phors: (407) 629. 6920 Fax: (407) 629.9307 Web wwwOneSlopCoolirg com License: CAC032444 For: Park Square Homes 3996 Night Heron Dr., Sanford, FL Notes: Desi n Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21554 Btuh Structure 24208 Btuh Ducts 4478 Btuh Ducts 5535 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 26032 Btuh Use manufacturer's data n Rate/swing multiplier Equipmenl load 0.98 29029 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2836 Btuh Ducts 910 Btuh Central vent (0 cfm) 0 Btuh Heatin Cooling none) Area (ftz) 270 2704 Equipment latent load 3746 Btuh Volume (ft3) 24801 24801 Air changesthour 0.28 0.15 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 32775 3.2 Btuh Equiv. AVF (dm) 116 .62 total capacity at ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6042H1 Cond 4TWR60421-11 AHRI ref 7563302 Coil TEM6A0C42H41++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 470F Latent cooling 10250 Btuh Temperature rise 26 OF Total cooling 41000 Btuh Actual air flow 1367 cfm Actual air flow 1367 dm Air flow factor 0.053 cfm/Btuh Air flow factor 0.046 dm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point = 34 OF Backup: Input = 7 kW, Output = 25142 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018-Apr-11 150436 r+t• •^ --•• ••. Rigtt-Sule®Unversa1201818.0.11 RSU16202 Page 1 A6.C.P. Terrpto1064PerraoolaALH(3RexWDoor-Enp Calc=Ml8 FronDoorfaces E g wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG Flex... Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Cou . Stile 1. Winter Panr, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web, vmw0r eStopCoolirg com Licerse: CAC032444 1 Room name Entire House CAFE 2 EMosed wall 304.5 it 315 4 3 Room height 92 it d 93 It heat/000l 4 5 Room dmensons Room area 2704.3 (F 1.0 x 128.0 it 128.0 W Ty Conshoon U-value Or HTM Area (IF) Load Area (() Load number Btiitue an 801 1 or perimeter (11) BWh) or perimeter (A) Bath) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12B•09w 0.097 n 231 2.79 401 401 925 1117 0 0 0 0 13A-400S 0.143 n 3.40 2.85 507 418 1423 1193 70 22 74 62 4A5.2ob 0.550 n 13.09 13.17 33 0 428 431 0 0 0 0 4A5.2obd 0.580 n 13.80 15.44 48 0 663 741 48 0 663 741 11 485.2Ib 0.540 n 12.85 13.47 8 0 103 108 0 0 0 0 12B-09N 0.097 a 221 2.79 239 208 479 579 0 0 0 0 4A5.2ob 0550 a 1309 3021 6 0 79 185 0 0 0 0 4A5.2ob 0 550 a 13.09 28.10 4 0 52 112 0 0 0 0 4A5.2ob 0Sw a 13.09 28.10 6 0 79 169 0 0 0 0 4A5.20b 0.550 a 13.09 28.10 15 0 196 422 0 0 0 0 13A•400S 0.143 a 3.40 2.85 181 115 393 329 0 0 0 0 4A5-2ob 0.550 a 13.09 28.10 16 0 214 459 0 0 0 0 4A5.2ob 0.550 a 13.09 16.89 16 12 214 276 0 0 0 0 4B5.21b 0S40 a 12.85 23A2 9 5 120 219 0 0 0 0 1100 0390 a 928 12.15 24 24 223 292 0 0 0 0 V! Ala 12B•09w 0.097 s 2.31 2.79 401 386 890 1075 0 0 0 0 4A5.2ob 0.550 s 13.09 13.32 15 13 196 200 0 0 0 0 W 13A-40rs 0.143 s 3.40 2.85 451 451 1535 1287 102 102 348 292 V)! 128.0SN 4A5.20b 0.097 0.550 w w 231 13.09 2.79 28.10 239 6 218 0 502 79 607 169 0 0 0 0 0 0 0 0It-----GG 4A5.2ob 0.550 w 13.09 28.10 15 0 196 422 0 0 0 0 V)! 13A-4ors 4A5-2ob 0.143 0 550 w w 3.40 13.09 2.85 28.10 372 33 243 0 828 428 694 918 121 33 88 0 300 428 252 918 L-(C P 4A5.2obd 12C-09w 0.580 0.091 w 13SO 2.17 20.98 1.48 96 246 68 229 1325 495 2014 338 0 0 0 0 0 0 0 0 L-D 11DO 03W n 928 1215 18 18 166 217 0 0 0 0 C 168.30ad 0.032 0.76 1.75 1797 1797 1369 3143 0 0 0 0 F 19A-0bsg1 0.295 264 1.95 122 122 320 237 0 0 0 0 F 19C-19tsm 0.049 0.40 030 134 134 54 40 0 0 0 0 F 22A-qxn 1.180 28.08 0.00 1542 163 4564 0 128 32 885 0 6 c) AED exalraon 1273 135 Ernelopelossbain 18537 19262 2697 2400 12 a) Infiltration 3018 1196 317 126 b) Room ventilation 0 0 0 0 13 Internal gains Ootipants @ 230 5 1150 0 0 Applianoesbt er 2600 0 Strbtolal (lines 6 to 13) 21554 24208 3014 2525 Less extemd load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21554 24208 3014 2525 15 Duct loads 219 239% 4478 5535 21 23%"/a 626 577 Total room load 26032 29743 3641 3103 Air required (dm) 1367 1367 1911 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrlghtaoTt' 2018-Apr-11150495 Rigtt-StiteOUriversal2018 180.11 RSU16202 Page 1 7a pM-ot 064 Pensacola A LHG FlexW Door - E.rtp Calc - KW Front Door faces' E F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola ALHG Rex... Date: Dec 18, 2014 By. MC/LF 7225 Sardsoove Court. Sdte 1. Winer Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCoolirgoom Ucerse: CAC032444 1 Room name DROP FAM 2 EVosed 0 8 13.0 fl 3 Room height 93 fl heatbool 93 It heatbool 4 Room dimensions 5.0 x 5.0 It 135 ' x 17.0 0 5 Room area 25.0 IR 229.5 fF Ty Construction U-value Or HTM Area (tF) Load Area (ftq Load number BluMIL°F) Btu or perimeter (A) Bash) or perimeter (A) Btuh) Heat Cool Cross NAS Heat Cool Gross N/P/S Heat Cool 6 W 12B•09w 0097 n 231 279 0 0 0 0 0 0 0 0 13A-40cr. 0.143 n 3AO 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0.550 n 1309 1317 0 0 0 0 0 0 0 0 4A5-2obd 0.580 n 13.80 15.44 0 0 0 0 0 0 0 0 11 485-21b 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 12B-096v 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 a 13.09 30,81 0 0 0 0 0 0 0 0 4A5.20b 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A54ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a QD9 16.89 0 0 0 0 0 0 0 0 4B5.21b 0.540 a 12.85 23A2 0 0 0 0 0 0 0 0 1100 0.390 a 928 12.15 0 0 0 0 0 0 0 0 yl C 12B-Osw 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 s 13.09 13.32 0 0 0 0 0 0 0 0 W 13A-40cs 0143 s 340 285 0 0 0 0 0 0 0 0 Vjl 128.0sw 0.097 w 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 4A5-2ob 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 Vj/ 13A-4ocs 0.143 w 3.40 2.85 0 0 0 0 121 25 85 71 E--G 41A5.2ob 0.550 w 1309 2810 0 0 0 0 0 0 0 0 Imo' 4A5-2obd 0.580 w 13.80 20.98 0 0 0 0 96 68 1325 2014 R 0 12C.09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19csao 0.049 OAO 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 25 0 0 0 230 13 365 0 6 c) AEO excursion 0 1566 Envelope bsygain 0 0 1775 3650 12 a) Infiltration 0 0 131 52 b) Room ventilation 0 0 0 0 13 Internal gains: Ooalpants@ 230 0 0 0 0 Appliarms(bfw 0 900 Subtotal (lines 6 to 13) 0 0 1906 4602 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 148 135 203 170 14 Subtotal 148 135 2108 4772 15 Dud loads 21% 239% 31 31 21% 23% 438 1091 Total room bad 178 166 2546 5864 Air required (dm) I 1 1 9 8 1 1 134 269 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrlgtl+tooTt 2018-Apr-111SD435 Right-Sdte8Udversal2018 18.0.11 RSU16202 Page 2 Temp1Lo1064 PersaoolaA LHG FlexW Door - E np Calc - Mj8 Fron Door laces: E wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola ALMG Rex... Date: Dec 18, 2014 By. MC/LF 7225 Sardscove Court, Sute 1, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneSlopCoolirg.com Ucerse: CAC032444 1 Room name FLEX FOY 2 Etposedvall 30.0 fl 60 It 3 Room height 93 fl heatlmol 93 It heaV000l 4 5 Room dimensions Room area 135 x 125 It 168.8 (R 65 x 185 It 120.3 tF Ty Construction U-value Or HTM Area OF) Load Area (tM Load number BtIh41In I or perimeter (11) Btuh) or perimeter (A) Bluh) Heat Cool Gross PUPS Heat Cool Cross N/PIS Heat Cool 6 W 12B-09N 0.097 n 231 2.79 0 0 0 0 0 0 0 0 13A-40cs 0.143 n 3AO 2.85 116 116 396 332 0 0 0 0 4A5-2ob 0550 n 1309 13.17 0 0 0 0 0 0 0 0 4A5-2obd 0580 n 13 O 15.44 0 0 0 0 0 0 0 0 1 1 485-2113 0 540 n 12.85 1347 0 0 0 0 0 0 0 0 12&09N 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 1309 3021 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 2810 0 0 0 0 0 0 0 0 0.143 a 3.40 2B5 126 93 316 265 56 22 76 64 4A5.2ob 0550 a 13.09 28.10 16 0 214 459 0 0 0 0ti13A- 40cs 4A5.20b 0550 a 13.09 16.89 16 12 214 276 0 0 0 0 4B5.21b 0540 a 12.85 23A2 0 0 0 0 9 5 120 219 IIDO 0390 a 928 12.15 0 0 0 0 24 24 223 292 V I 1213-09w 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5. 2ob 0.550 s 13.09 13.32 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3AO 2.85 37 37 127 106 0 0 0 0 V) I 12&Osw 0.097 w 231 2.79 0 0 0 0 0 0 0 0 4A5. 2ob 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 CC4A5.2ob 0.550 w 13D9 28.10 0 0 0 0 0 0 0 0 13A• 400s 0.143 w 3AO 2.85 0 0 0 0 0 0 0 0 4A5. 2ob 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 q 4A5. 2obd 12C• OSw 0580 0. 091 w 1380 2. 17 2098 1. 48 0 0 0 0 0 0 0 0 0 60 0 60 0 131 0 89 L- D 11DO 0.3W n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0 032 0.76 1.75 169 169 129 295 0 0 0 0 F AA-Obecp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 040 030 0 0 0 0 0 0 0 0 F 22A•gxn 1.180 28.08 000 169 30 843 0 120 6 169 0 6 c) AED exclusion 90 33 Envelope losYgain 2237 1643 719 630 12 a) Infiltration 302 120 60 24 b) Room ventilation 0 0 0 0 13 Internal gains: Oortpants@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal ( lines 6 to 13) 2539 1763 779 654 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 265 222 779 654 14 Subtotal 2804 1985 0 0 15 Dud loads 211 239% 582 454 21% 23% 0 0 Total room load 3386 2439 0 0 Air required (alm) 1 1 178 112 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. rr wrrlgthteofrt- 2018-Apr-11 150435 cA Right•Sute®U6versal201818.0.11 ASU16202 Page TemplLot 064 Pensacola A LHG RexW Door - E rcp Calc - M18 Front Door faces. E wrightsoft• Right-J® Worksheet Job: Lot 064 Pensacola ALHG Flex... Entire House Date: Dec 18, 2014 One Stop Cooling and Heating By, MC/LF 7225 Sandscove Coot, Suite 1, Winter Park. FL 32792 Kore. (407) 629 - 6920 Fax (407) 629 - 9307 Web. wwwOreStopCooling com License: CA0032444 1 Room name H 1 H2 2 Exposed wall 0 ft 0 ft 3 Room height 93 ft heaV000l 93 ft heat/cool 4 5 Room dimensions Room area 125 x 35 If 43A fF 120 x 4.0 ft 48.0 (R Ty Construction U-value or HTM Area OF) Load Area (fF) Load number 81jw*9 Blu or perimeter (11) Blih) or perimeter (11) Bn1h) Heat Cool Gross N/P/S Heat Cool Cross N/P/S Heat Cool 6 W 12B-09w 0.097 n 231 2.79 0 0 0 0 0 0 0 0 13A-40cs 0.143 n 3AO 2.85 0 0 0 0 0 0 0 0 4A5-20b 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0N11 4A5-2obd 4B5-2fb 0-%0 0S40 n n 13.80 12.85 15.44 1347 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12&09w 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0 550 a 13.09 30.81 0 0 0 0 0 0 0 0 4A5.2ob 0b50 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 1309 28.10 0 0 0 0 0 0 0 0 4A5.20b 13A-40cs 0.550 0.143 a a 13.09 3.40 28.10 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a QD9 28.10 0 0 0 0 0 0 0 0144A5-2ob 0.650 a 13.09 1689 0 0 0 0 0 0 0 0 485.21b, 0.540 a 12.85 23A2 0 0 0 0 0 0 0 0 1100 0.390 a 928 12.15 0 0 0 0 0 0 0 0 Vy C 12&09w 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5.20b 0.550 s 13D9 13.32 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 Vj! 128-09w 4A5.2ob 0.097 0.550 w w 231 13.09 2.79 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0It---(C 4A5.2ob 0.550 w 1309 28.10 0 0 0 0 0 0 0 0 Vfl 13A-4acs 0143 w 3.40 285 0 0 0 0 0 0 0 0 L--:2 41A5-lob 0.550 w 1309 28.10 0 0 0 0 0 0 0 0 PL-D 4A5-2obd 12C-Osw 0580 0.091 w 1380 2.17 2098 1.48 0 0 0 0 0 0 0 0 0 112 0 94 0 203 0 139 11DO 0390 n 928 12.15 0 0 0 0 18 18 166 217 C 1613-30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2 64 1.95 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 44 0 0 0 48 0 0 0 6 c) AED excursion 0 17 Envelope loss/gain 0 0 369 338 12 a) Infiltration 0 0 0 0 b) Room oen/labon 0 0 0 0 13 Internal gains: occupants@ 230 0 0 0 0 Appliancesbiher 0 0 Subtotal (lines 6 to 13) 0 0 369 338 Less exemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 369 338 14 Subtotal 0 0 0 0 15 Dud loads 1 21% 239% 0 0 21%, 23% 0 0 Total room bad 0 0 0 0 Air required (dm) 0 0 0 0 Caloulatlons approved byACCA to meet all requirements of Manual J 8th Ed. fi- wclothtBofl- 2018-Apr-11150435 Rigtt-SuteOUniversal 201818.0.11 RSU16202 Page To 064 Pensacola A LFIG FlexW Door - E.rup Calc - M18 Front Door faces: E wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG Flex... Date: Dec 18, 2014 By: MC/LF 7225 Sandsoove Can, Suite 1. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web. wwwOreStopCoolirg com License: CAC032444 1 Room rame KIT LAUN 2 Dosed wall 155 A 105 A 3 Room height 93 It heakool 93 It heatbool 4 5 Room dimensions Room area 1.0 x 190.5 It 1905 fF 10 x 733 If 733 tit Ty Consmaon U-value Or HTM Area (IF) Load Area (tF) Load number BluMIL00 BrtrtlmF) or perimeter (11) B1uh) or penmeter (A) Brtxh) Heat Cool Gross N P S Heat Cool Gross N/P/S Heat Cool 6 W 1213-0sw 0.097 n 2.31 2.79 0 0 0 0 0 0 0 0 13A-40cs 0.143 n 3.40 2.85 0 0 0 0 0 O 0 0 4A5-2ob 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 4A5-2obd 0.580 n 13 80 15 44 0 0 0 0 0 0 0 0 11 485.21b 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 128.09w 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5-2ob OS50 a 13.09 30.81 0 0 0 0 0 0 0 0 4A5.20b OS50 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.20b 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.40 225 0 0 0 0 0 0 0 0 4A5-2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 16.89 0 0 0 0 0 0 0 0 4135.21b 0S40 a 12.85 23A2 0 0 0 0 0 0 0 0 11 DO 0390 a 928 12.15 0 0 0 0 0 0 0 0 V1l C 12B-09w 0.097 s 2.31 2.79 0 0 0 0 0 0 0 0 4A5.2ob 0.550 s QD9 13.32 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3AO 2.85 144 144 491 411 98 98 332 279 IW IL---(C QB-09N 0.097 w 231 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 4A5-2ob 0.550 w 13.09 28.10 0 0 0 0 0 0 0 0 Vy 13A-40cs 0.143 w 3.40 285 0 0 0 0 0 0 0 0 41A5.2ob 0.550 w 1309 28.10 0 0 0 0 0 0 0 0 4A5.2obd 0.580 w 13.80 20.98 0 0 0 0 0 0 0 0 P 12C-09w 0.091 217 1.48 0 0 0 0 74 74 161 110 L-D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 168.30ad 0.032 076 175 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 264 1.95 0 0 0 0 0 0 0 0 F 19C-19= 0.049 OAO 0.30 0 0 0 0 0 0 0 0 F 22A-q3n 1.180 28.08 0.00 191 16 435 0 73 11 295 0 6 c) AED excursion 81 45 Envelope loss/gain 926 330 788 344 12 a) Infiltration 156 62 106 42 b) Room ventilation 0 0 0 0 13 Internal gains: Ooojpanls@ 230 0 0 0 0 AppllanoestOw 1200 500 Subtotal (lines 6 b 13) 1082 1592 894 805 Law external load 0 0 0 0 Less transfer 0 0 0 0 Redislribudon 0 0 118 108 14 Subtotal 1082 1592 1012 994 15 Dua loads 1 21%1 231/< 225 364 21% 231% 210 227 Total room load I 1 1 1307 1956 1222 1221 Air required (cim) 69 90 1 1 64 56 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrrtghtnofC _` r Right-Sule®Uriversa1201818.0.11 RSU16202 2018-Apr-11 150435 Pages Tenptot 064 Pensacola A LFIG FlexW Door - E.ryx Calc - MA Frort Door laces: E wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola ALHG Rex... Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Cout, Sute I. Wirter Park FL 32792 Phore: (407) 629.6920 Fax (407) 629.9307 Web: wwwOneStopCoolirg com Licerse: CAC032444 1 Room name WED METH 2 Etglosedwall 165 It 6.0 ft 3 Room height 93 ft heaVood 93 ft heatbool 4 5 Room dimensions Room area 135 x 16S it 2228 fF 1.0 x 1143 If 1143 (F Ty Consauoion number U-value BtrrhA n Or HTM BvFvIF) Area QF) or perimeter (ft) Load BWh) Area OF) or perimeter (0) Load Bbrh) Heat I Cool Grass N/P/S Heat Cool Gross NAS Heat Cod 6 W V[_G13A-4o(s 128.0s6v 4A5.20b 0.097 0.143 0.550 n n n 231 3AO 13.09 2.79 2.85 13.17 0 153 33 0 121 0 0 411 428 0 345 431 0 56 0 0 48 0 0 163 0 0 136 0 11 4A5-2obd 485.21b O-W OS40 n n 13.80 12.85 15.44 13.47 0 0 0 0 0 0 0 0 0 8 0 0 0 103 0 108 128.09w 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5-2ob 0.550 a 13.09 30.81 0 0 0 0 0 0 0 0 4A5-2ob 0.&% a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 4A5.20b 0.550 0.550 a a 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 4A5-2ob 4A5.20b 0.143 0,&W 0.550 a a a 3AO 1309 13.09 2.85 28.10 16.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-211b 0.540 a 12AS 23A2 0 0 0 0 0 0 0 0 11 DO 0.390 a 928 12.15 0 O 0 0 0 0 0 0 L--(a 12&09w 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5.26b 13A•4ocs O.&W 0.143 s s 13.09 3.40 13.32 2,85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W. 12B-09w 4A5-2ob 4A5-2ob 0.097 0.550 0S50 w w w 231 13.09 13.09 2.79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T--C' 4 l---( G3 13A-40cs 4A5.2ob 0.143 0.550 w w 3AO 13.09 2,85 2810 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 P 4A5-2obd 12C-09w 0S80 0.091 w 13.80 2.17 2098 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i-D 11130 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.76 1.75 223 223 170 390 114 114 87 200 F 19A•Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C•19rsco 0.049 OAO 030 0 0 0 0 0 0 0 0 F 22A•g3m 1.180 28D8 0.00 223 17 463 0 114 6 169 0 6 c) AED excursion 82 23 Envelope losstgain 1472 1083 521 421 12 a) Infiltration 166 66 60 24 b) Room ventilation 0 0 0 0 13 internal gains: Ooarpants @ 230 2 460 0 0 Applia x esiother 0 1 0 Sublolal (lines 6lo 13) 1638 1609 581 445 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 312 262 0 0 14 Subtotal 1949 1870 581 445 15 Dud loads 21% 23% 405 428 21% 23% 121 102 Total room load I 1 23541 2298 1 702 547 Air required (dm) 124 106 1 37 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s -,' I+- wr gf teoft- 2018-Apr•11 150425 Rigtl-Sule®Uriversal 2018 180 11 RSU16202 Page 6 TenplLot064PersacolaALHGAexWOoor.E.np Calc=MA FroriDoorlaces:E wrightsoft• Right-JO Worksheet Job: Lot 064 Pensacola ALHG Rex... Entire House Date: Dec 18, 2014 air MGLF One Stop Cooling and Heating 7225 Sardsoove Court. Stile 1. Wirter Park FL 32792 Phore: (407) 629.6920 Fax (407) 629 - 9307 Web. wwwOneStopCoolirg.com License: CAC032444 1 Room name MWC K"IC 2 Exposed well 50 It 285 It 3 Room height 93 It heatbool 93 It heattcool 4 5 Room dimensons Room area 4.0 x 5.0 It 20.0 IF 1.0 x 1125 tl 1125 IF Ty Construction number U•vatue BtuhAL+° Or HTM Bluh4n Area (" or perimeter (it) Load Btuh) Area (IR or perimeter (Il) Load Bbih) Heat Cool Gross NOS Heat Cool Gross N/P/S Heat Cool 6 W 12B-09w 13A-40s 4A5.20b 0.097 0.143 0.550 n n n 231 3AO 13.09 279 285 13.17 0 47 0 0 47 0 0 158 0 0 133 0 0 65 0 0 65 0 0 222 0 0 186 0T 4A5-2obd 11 485.21b 0580 0 540 n n 13SO 1225 15. 44 13. 47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128. Osw 4A5. 20b 0 097 0. 550 a a 231 13. 09 2. 79 30. 81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5. 20b 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5. 20b 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A- 4os 4A5. 2ob 4A5- 20b 0. 143 0. 550 0. 550 a a a 3. 40 13. 09 13. 09 2. 85 28. 10 1689 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485. 2110 1 t DO 0540 0390 a a 12. 85 928 23A2 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy t-( a 128.( sw 0 097 s 231 2.79 0 0 0 0 0 0 0 0 4A5. 2ob 0.550 s 13.09 13.32 0 0 0 0 0 0 0 0 W 13A-40s 0.143 s 3AO 2.85 0 0 0 0 70 70 237 199 yl t-(' 12B- 0sw 4A5. 2ob 4A5- 2ob 0. 097 0. 550 0. 550 w w w 231 13. 09 13. 09 2. 79 28. 10 28. 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-( 13A- 4os 4A5. 2ob 0. 143 0. 550 w w 3AO 13. 09 2. 85 28. 10 0 0 0 0 0 0 0 0 130 0 130 0 443 0 371 0 q 4A5. 2obd 12C• Osw 0. 580 0. 091 w 1380 2. 17 20. 98 1. 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 03W n 928 12.15 0 0 0 0 0 0 0 0 C 168-30ad. 0.032 0.76 1.75 20 20 is 35 109 109 83 190 F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-19mm 0.049 OAO 0.30 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 20 5 140 0 113 29 800 0 6 c) AED excursion 9 51 Envelope loss/gain 314 159 1785 895 12 a) Infiltration 50 20 287 114 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 364 178 2072 1009 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 364 178 2072 1009 15 Duct loads 211 76 41 21% 23"/0 430 231 Total room load 440 219 2503 1239 Air required (dm) 23 10 131 57 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. M- t} t- w 1gF lr9olt- 2018-Apr-11 M0435 Right- Sute®Unversal201818011 RSU16202 Pagel Tenp%ot 064 Pensacola LHG FlexW Ooor - E.rnp Calc. lwW Fron Door tacos: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola ALHG Rex... Date: Dec 18, 2014 By: MC/LF 7225 Sardscove Cout. Sute 1, Winter Park, FL 32792 Phone (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOnsSfopCoofirg com License• CA0032444 1 Room name PWD STR 1 2 EVosedvlell 0 ft 0 ft 3 Room height 93 ft heatibool 93 ft heaVbool 4 5 Room dmensions Room area 55 x 5.0 If 275 fR 35 x 5.0 If 175 ff Ty Construction U-value Or HTM Area ((F) Load Area (" Load number BtuhV-09 Btu FvIR) or perimeter (it) Bnrh) or perimeter (it) Btuh) Heat Cool Cross NIPS Heat Cool Gross NAS Heat Cool 6 W 128-096v 0.097 n 231 2.79 0 0 0 0 0 0 0 0 13A-4os 4A5.2ob 0.143 0.5W n n 3AO 13.09 2.85 1317 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0N4A5.20W 0.580 n 13 80 15.44 0 0 0 0 0 0 0 0 11 4135.21b 0.540 n 12.85 13A7 0 0 0 0 0 0 0 0 1213-09N 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5-20b 0.550 a 13.09 30,81 0 0 0 0 0 0 0 0 4A5.20b 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.5W a 13.09 28.10 0 0 0 0 0 0 0 0 13A-40 s 0.143 a 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5-20b 0.550 a 13.09 16.89 0 0 0 0 0 0 0 0 485.21b 0.640 a 1225 23.42 0 0 0 0 0 0 0 0 11D0 0.390 a 928 12.15 0 0 0 0 0 0 0 0 yl 128-09w 0.097 s 231 2.79 0 0 0 0 0 0 0 0 4A5.20b 0.550 s 13.09 1332 0 0 0 0 0 0 0 0 W 13A-40s 0.143 s 3AO 2.85 0 0 0 0 0 0 0 0 Vy 12B-0sw 0.097 w 231 2.79 0 0 0 0 0 0 0 0 4A5.20b 4A5.2ob 0.550 OS&% w w 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L( f 13A-4os 4A5.2ob 0.143 0550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5-2obd 12C•Osw 0580 0.091 w 1380 2.17 2098 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.76 1.75 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C•19sm 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 28 0 0 0 18 0 0 0 6 c) AED excursion 0 0 Envelope losstgain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room venfilahon 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 0 0 Sublohal (lines 6 to 13) 1 0 0 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 103 95 0 0 14 Subtotal 103 95 0 0 15 Dud loads 1 211 239% 21 22 21% 23% 0 0 Total room load I 125 116 0 0 Air required (dim) 1 7 s 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtr9oft 2018-Apr-11150435 Rigtt-Sute®Uriversal201818.0.11 RSU16202 Page Temptot 064 Pensacola LFIG RexW Door - E np Calc -" Front Door faces. E f F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG Rex... Date: Dec 18, 2014 By: MOLF 7225 Sardseove Cont. Stile 1. Winer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web' wwwOneStopCoolirg oom License: CAC032444 1 Room name AC2 BED2 2 6posed%ell 90 ft 25.5 ft 3 Room height 9.0 ft heaVbool 9.0 ft heaVcool 4 5 Room dimensions Room area 5.0 x 9.0 ft 45.0 tF 1.0 x 1860 ft 1860 tF Ty Cons"on U-value Or HTM Area (fF) Load Area OF) Load number BluhAL*q or perimeter (ft) BWh) or perimeter (ft) Btuh) Heat Cool Gross NiP/S Heat Cool Gross NrPIS Heat Cool 6 W 12B-096v 0.097 n 231 2.79 0 0 0 0 122 122 280 339 13A-40cs 4A5.2ob 0.143 0.550 n n 3.40 13.09 2.85 13.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2obd O.580 n 13.80 15.44 0 0 0 0 0 0 0 0 11 485.21b 0.540 n 1225 13A7 0 0 0 0 0 0 0 0 128-Osw 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5-20b 0.550 a 13.09 30.81 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.20b 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3AO 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 2810 0 0 0 0 0 0 0 0 4A5.2ob WSW a 13.09 16.89 0 0 0 0 0 0 0 0 485.21b O.540 a 12.85 23A2 0 0 0 0 0 0 0 0 1100 03M a 928 12.15 0 0 0 0 0 0 0 0 W t--( 12B-Osw 0.097 s 231 2.79 81 81 187 226 0 0 0 0 4A5.20b 0.550 s 13.09 1332 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 4 l 12B-Osw 4A5.20b 4A5.2ob 0.097 0.550 0.550 w w w 231 13.09 13.09 2.79 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 108 0 15 93 0 0 215 0 196 259 0 422 G C V! I-( 13A-4ocs 4A5.2ob 0.143 0.550 w w 3AO QD9 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 R 4A5.2obd 12C•Osw 0.580 0091 w 13.80 2.17 20.98 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-D 1100 03W n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 45 45 34 79 186 186 142 325 F 19A-Obs(p 0.295 2.64 1.95 0 0 0 0 92 92 243 180 F 19C-19csm 0.049 OAO 0.30 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 16 93 Envelope lossrgain 221 288 1077 1618 12 a) Infiltration 88 35 248 98 b) Room ventilation 0 0 0 0 13 Internal gains: Oowpants@ 230 0 0 1 230 Appliancesblher 1 0 0 Subtotal (lines 6 b 13) 309 323 1325 1946 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Rediselbubon 309 323 0 0 14 Subtotal 0 0 1325 1946 15 Dud loads 1 21% 239/6 0 0 21% 239% 275 445 ToW room bad 0 0 1600 2391 Air required (dm) 0 0 84 110 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrr,ghtBoft- Right-Sute®2018-Apr-11 15U435Uriversal201818.0.11 RSU16202 Page 9 TenplLol 064 Pereacola A LHG FlexW Door - E.np Calc - MA Frort Door taosv E wrightsoft• Right-JO Worksheet Job: Lot064 Pensacola ALHG Flex... Entire House Date: Dec 18, 2014 One Stop Cooling and Heating By. MC/LF 7225 Sardscove Cott. Sate 1. Winer Park FL 32792 Phone (407) 629.6920 fax: (407) 629. 9307 Web: wwwOnaStopCoolirg com Licerse: CAC032444 1 Room name BED3 BED4 2 Evosed wall 14.0 It 175 R 3 Room height 9.0 1t heattool 9.0 1t heat/cool 4 5 Room dimensions Room area 115 x 140 It 161.0 fF 1.0 x 164.8 1t 164.8 fF Ty Constrticaon U-value Or HTM Area OF) Load Area (fF) Load number BWhW--F) Btuh or perimeter (it) Btuh) I or perimeter (A) Bluh) Heat Cool Gross N/P/S Heat Cool Gross NAS Heat Cod 6 W 1213-0sw 0.097 n 231 2.79 0 0 0 0 0 0 0 0 13A-40 s 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5-20b 0.550 n 1309 13.17 0 0 0 0 0 0 0 0 11 4A5-2obd 465-21b 0.580 0.540 n n 13.80 1285 15.44 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-09w 0.097 a 231 2.79 0 0 0 0 131 112 257 311 4A5-2ob 0.550 a 13.09 30.81 0 0 0 0 0 0 0 0 4A5.2ob 05W a 13.09 28.10 0 0 0 0 4 0 52 112 4A5.20b 0550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 15 0 196 422 13A-flocs 0.143 a 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0-9M a 13.09 28.10 0 0 0 0 0 0 0 0 4A5-20b 0.550 a 13.09 16.89 0 0 0 0 0 0 0 0 4135.21b 0540 a 1285 23A2 0 0 0 0 0 0 0 0 11DO 0390 a 928 12.15 0 0 0 0 0 0 0 0 yl f' 1213-09w 0 097 s 231 2.79 126 111 256 310 27 27 62 75 4A5-2ob 0.550 s 13.09 13.32 15 13 196 200 0 0 0 0 W 13A-40cs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 V)I 128.0sw 0.097 w 231 2.79 0 0 0 0 0 0 0 0 I-CC 4A5-20b 4A5.2ob 0550 0.550 w w 13.09 13.09 28.10 2810 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! E-C 13A-4ocs 41A5•2ob 0.143 0550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-G R 4A5-2obd 12C•09w 0560 0.091 w 13.80 2.17 20.98 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 1100 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 161 161 123 282 165 165 125 288 F 19A•0bscp 0.295 2.64 1.95 1 1 3 2 0 0 0 0 F 19C•19csco 0049 0.40 030 0 0 0 0 109 109 44 33 F 22A-qxn 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 40 Envelope bssrgain 578 744 738 1281 12 a) Infiltration 136 54 170 68 b) Room ventilation 0 0 0 0 13 Internal gains: Omrpants@ 230 1 230 1 230 Appliancesrother 0 0 Subtotal (lines 6 to 13) 714 1028 908 1579 Less exlernalload 0 0 0 0 Lem transfer 0 0 0 0 Redistribution 81 85 0 0 14 Subtotal 795 1113 908 1579 15 Duct loads 21% 23% 165 255 21% 23% 189 36t Total room bad 961 1368 1097 1940 Air required (dm) I 1 1 50 63 1 1 58 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w 1_gf teoft 2018-Apr-11159495 Rigto-Sule®Uriversal2018 18.0.11 RSU16202 Page 10 Temp%Lot 064 Pensacola A LHG FlexW Door - E rip Calc = M18 Front Door laces: E wrightsoft• Right-J® Worksheet Job: Lot 064 Pensacola ALHG Flex... Date: Dec 18, 2014EntireHouse By: MOLF One Stop Cooling and Heating 7225 Sardscove Coat. Stile 1, Winter Park FL 32792 Phone' (407) 629.6920 Fax, (407) 629 - 9307 Web. wwwOnaStopCooling com License: CA0032444 1 Room name BTH2 BTH3 2 Exposed well 90 It 150 A 3 Room height 9.0 If heaftol 9.0 It heaVbool 4 5 Room dimensiorls Room area 9.0 x 5.5 It 495 it: 55 x 9.5 It 523 IF Ty Construction U-value Or HTM Area (fF) Load Area (I) Load number Btu I or perimeter (A) Bvh) I or perimeter (11) Btuh) Heat Cool Gross WPiS Heat Cool Gross N/P/S Heal Cool 6 W 12B-09w 0.097 n 231 2.79 0 0 0 0 0 0 0 0 13A•40rs 4A5-2ob 0.143 0.550 n n 3AO 13.09 2,85 13.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2obd 0.580 n 13,80 15.44 0 0 0 0 0 0 0 0 11 485 21b 0.540 n 12,85 13.47 0 0 0 0 0 0 0 0 12B-09w 0.097 a 2.31 2.79 0 0 0 0 50 44 100 121 4A5.20b 0.550 a 13.09 3081 0 0 0 0 0 0 0 0 4A5.2Db 0S50 e 13.09 28.10 0 0 0 0 0 0 0 0 4A5.20b 4A5.2ob 0S50 0S50 a a 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 6 0 0 0 79 0 169 0 13A-40cs 0143 a 3AO 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 1309 28.10 0 0 0 0 0 0 0 0 4A5-20b 0S50 a 13.09 16.89 0 0 0 0 0 0 0 0 4B5.2Ib 0S40 a 12,85 23.42 0 0 0 0 0 0 0 0 11 DO 0.390 a 928 12.15 0 0 0 0 0 0 0 0 12B-096v 0.097 s 2.31 2.79 0 0 0 0 86 86 197 238 4A5.20b 0S50 s 13.09 13.32 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3AO 2.85 0 0 0 0 0 0 0 0 4)I 12&09w 4A5-20b 4A5-2ob 0.097 OSW 0550 w w w 231 13.09 13.09 2.79 28.10 28.10 81 6 0 75 0 0 173 79 0 209 169 0 0 0 0 0 0 0 0 0 0 0 0 0II-- 13A-40cs 4A5.2ob 0.143 0S50 w w 3AO 13.09 2,85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5-2obd 12C-09w 0580 0.091 w 1380 2.17 20.98 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--D 11130 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16&30ad 0.032 076 1.75 50 50 38 87 52 52 40 91 F 19A-Obscp 0295 2.64 1.95 19 19 51 38 0 0 0 0 F 19C•19csa0 0.049 OAO 0.30 0 0 0 0 25 25 10 7 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED exmrsion 47 3 Envelope losygain 340 549 426 630 12 a) Infiltration 88 35 146 58 b) Room ventlation 0 0 0 0 13 Internal gains: Omipanls@ 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 428 584 572 688 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbution 0 0 0 0 14 Subtalal 428 584 572 688 15 Duct loads 1 211 231% 89 133 21% 23% 119 157 Total room load 517 717 691 845 Air required (dm) 27 33 1 361 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtooft 2018-Apr-11 159435 Rigti-SUIe®Universal 2018 18.0.11 RSUI6202 Page 11 Temptot064 Pensacola LHG FlexWDoor- E «p Calc. M18 Front Door laces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG Rex... Date: Dec 18, 2014 By. MULF 7225 Sardsoove Court, Stile 1, Winter Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOnaStopCoolirgcom License: CA0032444 1 Room name LOFT OTB 2 EVosed well 17.0 ft 24.0 ft 3 Room height 9.0 It heattool 9.0 ft heaVood 4 Room dimensions 1.0 x 322.8 U 65 x 175 ft 5 Room area 322E W 113E 1F Ty Construction number U-value Bluh4F-+j Or HTM Area (" or perimeter (Q) Load Bluh) Area ((F) or perimeter (11) Load BWh) Heat Cool Gross NIPS Heat Cool Gross NAS Heat Cool 6 W 12B-Osw 0.097 n 231 2.79 122 122 280 339 158 158 364 439 Vl--G13A-40rs 4A5.2ob 0.143 0.550 n n 340 13.09 2.85 13.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2obd 0.580 n 13,80 15.44 0 0 0 0 0 0 0 0 11 4B5.21b 0.540 n 12.85 13.47 0 0 0 0 0 0 0 0 128.09w 4A5-2ob 0.097 0.550 a a 231 QD9 2.79 30BI 0 0 0 0 0 0 0 0 59 6 53 0 121 79 146 185 4A5.2ob 0550 a 13.09 2810 0 0 0 0 0 0 0 0 4A5.20b 4A5.2ob 0550 0.550 a a 13.09 13.09 28.10 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4os 4A5.2ob 0.143 0.550 a a 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 0.550 a 1309 1689 0 0 0 0 0 0 0 0 485.21b 0540 a 12.85 2342 0 0 0 0 0 0 0 0 11 DO 0 390 a 928 12.15 0 0 0 0 0 0 0 0 yl t--f3 128-09w 0.097 s 231 2.79 32 32 73 88 0 0 0 0 4A5.2ob 0.550 s 13.09 1332 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 s 3AO 2,85 0 0 0 0 0 0 0 0 1ql I--( 12&09w 4A5.2ob 4A5-2ob 0097 0550 05W w w w 231 13.09 13.09 2.79 2810 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 13A-40cs 41A5-2ob 0.143 0.550 w w 3AO 13.09 2,85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5-2obd 12C-Osw 0580 0.091 w 13.80 2.17 20.98 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 11 DO 0290 n 928 12.15 0 0 0 0 0 0 0 0O C 168.30ad 0032 0.76 1.75 323 323 246 564 114 114 87 199 F 19A-Obscp 0295 2.64 1.95 0 0 0 0 9 9 24 18 F 19C-19aw 0049 OAO 030 0 0 0 0 1 1 0 0 F 22A-q3n 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 51 43 Emelope lossigain 599 940 674 945 12 a) Infiltration 166 66 234 93 b) Room ventiladon 0 0 0 0 13 Internal gairw. Occupants@ 230 0 0 0 0 Applianor4olher 0 1 0 Subtotal (lines 6 to 13) 765 1006 908 1037 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistributon 228 238 0 0 14 Subtotal 992 1243 908 1037 15 Dwloacis 21% M*/61 2W 284 21% 23% 189 237 Total room load 1198 1528 1096 1274 Air required (dm) 63 70 58 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i - PW 2018-Apt-11150435 Rigtt-Sule®Universal2018180.11 RSU16202 Page 12 Terrp\Lot 064 Pensacola A LHG RexW Door - E np Calc - Ml6 Front Door faces E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG Flex... Date: Dec 18, 2014 By- MC/LF 7225 Sardsoove Cott, Stile 1, Winter Park FL 32792 Ptone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirgoom Licerse: CA0032444 1 Room name WU WIC4 2 Etposed well 11.0 ft 0 ft 3 Room height 9.0 ft heaftol 9.0 ft heaVo3d 4 5 Room rLmerlsions Room area 55 x 55 It 303 fF 75 x 5.0 It 375 fit Ty Conshoon number U-value Btuw°Fj Or HTM Btu Area ((F) or perimeter (ft) Load Rauh) Area (tF) or perimeter (ft) Load Bl uh) Heat Cool Gross NAS Heat Cool Gross N/PiS Heat Cool 6 W 12B-Osw 0.097 n 231 2.79 0 0 0 0 0 0 0 0 13A-40cs 4A5-20b 0.143 0.550 n n 3.40 13.09 285 13.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5-2obd 485.21b 0.580 0.540 n n 13.80 1285 15.44 13.47 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 126.09nr 0.097 a 231 2.79 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 0.550 05&% a a 13.09 13.09 3081 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 13A•400s 0.143 a 3AO 2.85 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2ob 0.550 a 1309 1689 0 0 0 0 0 0 0 0 4B5.21b 11D0 0.540 0390 a a 1285 928 23A2 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V l 1213-09+v 0.097 s 2,31 2.79 50 50 114 138 0 0 0 0 4A5.2ob 13A-4ocs 0.550 0.143 s s 13.09 3.40 1332 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W Val C 12B-Oav 4A5.2ob 4A5.20b 0.097 0.550 0.550 w w w 231 13.09 13.09 2.79 28.10 28.10 50 0 0 50 0 0 114 0 0 138 0 0 0 0 0 0 0 0 0 0 0 0 0 01' 13A-40c5 4A5.2ob 0.143 0.550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 4A5.2obd 12C-09w 0580 0.091 w 13,80 2.17 20.98 1.48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 166.30ad 0.032 0.76 1.75 30 30 23 53 38 38 29 66 F 19A-Obscp 0.295 2.64 1.95 0 0 0 0 0 0 0 0 F 19C-190= 0.049 0.40 030 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 3 Emoelope losstgain 252 311 29 62 12 a) Infiltration 107 42 0 0 b) Room ventilation 0 0 0 0 13 tiltemalgatns: Occupants@ 230 0 0 0 0 Appliances(olher 0 0 Subtotal (lines 6 to 13) 359 353 29 62 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Stblotal 359 353 29 62 15 Oualoads 21% 23'/0 75 81 21% 23"/a 6 14 Total room load 433 434 34 77 Airrequired (dm) 23 20 2 4 CalCulabons approved byACCA to meet all requirements of Manual J 8th Ed. wrrlghtooft- 2018-Apr-1115A495 Right•Sute®Uriversa12018 18.0.11 RSU16202 Page 13 Temptot 064 Pensacola A LHG FlexW Door • E tip Calc = M18 Front Door laces E wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating Job: Lot 064 Pensacola A LHG ... Date: Dec 18, 2014 By: MULF 7225 Sardscove Coul, Suite 1, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629.9307 Web wmvOneStopCoolirgcom License: CA0032444 For: Park Square Homes 3996 Night Heron Dr., 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 0.145 in/100ft 1367 cfm 234 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.145 in/100ft 1367 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 8ED2 c 2391 84 110 0.209 7.0 Ox 0 VIFx 37.4 125.0 st6 BEDS c 1368 50 63 0.219 6.0 Ox 0 MFx 29.9 125.0 st6 BED4 c 1940 58 89 0.240 6.0 Ox 0 MFx 16.9 125.0 st7 BTMI2 c 717 27 33 0.217 4.0 Ox 0 VIFx 31.9 125.0 st6 BTMI3 c 845 36 39 0.251 4.0 Ox 0 VIFx 15.4 120.0 st7 CAFE h 3641 191 143 0.198 7.0 Ox 0 VIFx 36.6 135.0 st3 DROP h 178 9 8 0.208 4.0 Ox 0 MFx 33.1 130.0 st5 FAM c 5864 134 269 0.180 8.0 Ox 0 VIFx 44.4 145.0 st3 FLEX h 3386 178 112 0.145 8.0 Ox 0 MFx 69.4 165.0 st4 Krr c 1956 69 90 0.201 6.0 Ox 0 MFx 34.3 135.0 st3 LAUN h 1222 64 56 0.191 4.0 Ox 0 VIFx 42.6 135.0 st5 LOFT c 1528 63 70 0.287 6.0 Ox 0 VIFx 13.6 105.0 st2 MBED h 2354 124 106 0.156 7.0 Ox 0 VIFx 57.4 160.0 st4 WSTH h 702 37 25 0.161 4.0 Ox 0 MFx 50.8 160.0 st4 MWC h 440 23 10 0.159 4.0 Ox 0 MFx 53.9 160.0 s14 MWIC h 2503 131 57 0.166 7.0 Ox 0 VIFx 50.4 155.0 st4 OTe c 1274 58 59 0.232 5.0 Ox 0 VIFx 26.3 120.0 st7 PWD h 125 7 5 0.202 4.0 Ox 0 VIFx 38.6 130.0 st5 WIC3 h 433 23 20 0.224 4.0 Ox 0 MFx 31.6 120.0 st6 WIC4 c 77 2 4 0.267 4.0 Ox 0 VIFx 12.3 115.0 st7 1 Ark-wrightsoft- 2018•Apr•tt 150437 Flight-SLiteSU(iversal20l8 t80.t1 RSUi6202 M Page t Tempu.o1084 Pensacola A LHG FexW Door • E.np Calc - MJB Frort Door faces. E Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 966 881 0.145 692 16.0 0 x 0 VinlFlx st2 PeakAVF 401 486 0.209 619 12.0 0 x 0 VinlFlx st6 Peak AVF 184 226 0.209 511 9.0 0 x 0 VinIFIX st2 st7 Peak AVF 153 190 0.232 545 8.0 0 x 0 VinIFIX st2 st4 Peak AVF 493 310 0.145 628 12.0 0 x 0 VinIFIX st3 st3 Peak AVF 886 812 0.145 829 14.0 0 x 0 VinlFlx st1 sty Peak AVF 80 69 0.191 587 5.0 0 x 0 VinIFIX stt Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) Cfm) ft) FR fpm) in) in) Opening (in) MaU Trunk rb2 Ox 0 1367 1367 0 0 0 0 Ox 0 VIFx w ightsoft- 2018-Apr-11 150a37 w Rigto-Sute®Uriversa12018180.11 RSU16202 Pee 2AMeTempU.ot 064 Peresaoola A LHG FIezW Ooor - E nQ Calc = tuUB froA Door laces: E Static Pressure and Friction Rate Job: Lot 064Pensacola ALHG... wrightsoft• Date: Dec 18, 2014 Entire House ey: MULF One Stop Cooling and Heating 7225 Sardsoove Coul, Stile 1, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOraStopCoolirg oom License: CAC032444 For: Park Square Homes 3996 Night Heron Dr., Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return it) ft) Measured length of run -out 27 0 Measured length of trunk 43 0 Equivalent length of fittings 165 0 Total length 234 0 Total effective length 234 Friction Heating Cooling in/ 100ft) in/100ft) Supply Ducts 0.145 OK 0.145 OK Return Ducts 0.145 OK 0.145 OK Supply 11 A=20, 045, 11 G-.1r' ,11 G=5,11 G--5,11 M=20,111=10,11 M=20,11 G=5,1 A--35,11 Gam: Total EL=165 Return TOtalEL=O C wrlghtsoft• 2018-Apr-111150437 w,., Riglt-Sute9Uriversal201818.0.11RSU16202 Pagel TenplLot 064 Pensacola LHG FlexWOoor - E.np Calc - MIB Front Door laces: E 1ST CAFE I - MWIC I 10x 18. 131 chn 0x8 ' j ~-' 191 9LUA 1 7' EF1 VTR Sup Riser MBTH MWC 8x4 s FBB1 T904• 12" .T90 LR83 4 23ctm I _ _ IQ 1 lir1 1 r EFi VTR. I FAM I i 4 8X \ Ob KIT, 6 / t t6x16 , 7c r^ iI I T90 \13 I6x16 o1 i QIS6_. / // 269chnT9O 14 I _ 90chn-- rr 9 T90 1124chnA hn 6• MBED THaI g1ATd 7 ; Hurd 4, I Hl I Sup Ai eI i 1. 3JYWaT Ii0 — — — 5" - _ r _ 4- ri h F882HLI iEFi VTW F 1 - _ ' T90 JANOIT90 Pw iiF4. pRO STRI r a-- LAUN I I I + I O A --- ------ EN u8x4 x 12 FOY dE_, S °' ISQ TW 7c ihn' : A m DVVs:SSa I p 6" S13T3M Q0 ; uz Is I 1101, gar . I% D J 12x1 - 1Cirri 178 Ch T FLEX (' A GARAGE OQe7A 1 l - t:Op qW I EF1 = 50 CFM Fan EF2 =.8Q- CFM Fan T EF3-=1I O.CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR - Vent to Rod VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Llnesel Chase — . Condensate — - Thermostat 18/ 8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job M Lot 064 Pensacola A LHG FlexWDoor,.. One Stop Cooling and Heating Scale: 1 : 104 Performed by MGLF for: Page 1 Park Square Homes 7225 Sandscove Court, Suite 1 R ight•Suite® Universal 2011i 3996 Night Heron Dr. Winter Park, FL 32792 18.0.11 RSU16202 Sanford, FL Phone: 407) 629 - 6920 Fax: (407) 629 - 9307 201 a HG 1 15 oo L ensaoolaAHGFlexWboor • L.rup www.OneStopCooling. com ZONE DAMPER 16" DAMPER 1 ST FLR 12" DAMPER 2ND FL 12" BYPASS 8x4 39chn Lot 064 Pensacola A LHG FlexWDoo Performed by MGLF for: Park Square Homes 3996 Night Heron Dr. Sanford, FL 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 2 Right -Suite® Universal 2018 18.0.11 RSU16202 2018-Apr-I1 15-05 52 ensacola A LHG FlexWDoor - E.rup G 5ewey- PrN: 1 rtt Nh Tert5ac.o1 / .7- 5 1Z L'v S oi4 w.b; S ices Sv C. WORD COPY DESCRIPTION AS FURNISHED: Lot 64, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); PI$• r8(P Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title r Insurance Fund; Bank of America REMAINDER OF LOT 5AAPALMER'S SUBDIVISION\ I N D ATE % ( ($_ PLAT BOOK 2, PAGE 41 t S 00°18 "02 " E Ok to construct single family home . - G 60.00' ------ with setbacks and impervious area 10' FENCE. ESMT. shown on plan. 31.1 'I • ;1-vV - M— P e-yvr.A, Or LOT 65 35.89' 10.00' T W, 35.90' LOT 64 LANAI PROPOSED RESIDENCE PENSACOLA - A GARAGE LEFT 6.50' 10.00' 20.7' ORNE P.C.------615.67--+---- SETBACKS AS FURNISHED FRONT-- 25'(•) REAR 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10.00' 14.0' 10.00' ENTRY o 35.87' L J 10' UTIL. ESMT. WALK CURBR_B_ S 00e16'57" E (B.a) 60.00' LOT, NIGHT HEERON - RI VTs1oESTREETT - 2s' (60' & 75• LOT) IS- (40' LOT) (50' PRIVATE R/W) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G I'- - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD PROPOSED F.F. PER PLANS 26.3' QUO T W O W 4 LOT 63 PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FEET FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 403/ 110- 513 f SQUARE FEET FOUNDATION/PAD 1,975 f SQUARE FEET WALKS 42/ 300= 342 t SQUARE FEET REAR PATIO 117 f SQUARE FEET FRONT PORCH DECK 97 t SQUARE FEET SOD 250 m 4,743 f SQUARE FEET4.4931250 POOL DECK N/A f SQUARE FEET NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRONGED BY CUENT • NOT FIELD VERIFIED CRUSE'NME jM?-SCOTT E7G ASSOC, INC. - LAND SURVEYORS LCGCND - LEGEND - P rLAT PAL POINT am LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TY. TINCAL NOTES: I.P. IRON OK IRON ROD PArtIMCURVATURE POINTOrRCVCOMPOUNDPRADIALOUROfCOPOUNDCURVATURE1. INC UNDERSIGNED DOES HEREBY CERTIFY RAT THIS SURVEY MEETS THE SUNOAROS OF PRACTICE SET FORTH Or THE FLORMA 86V7D OF C CONCRETE MONUMENT RAIL PROFE NAL SUAVEIDRS AND MAPPERS IN CHAPTER &-17 FLORIDA ADUNISTRAINT CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SE SET4R. 1/2. 1!L ./DU 4596 1/2- MR. MR. NON -RADIAL NDN-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND OR/CINV. RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED W.P. WITNESS POINT S. THIS SufikY WAS PREPARED FROM TITLE INF'ORMARON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PAL POINT Or DEOIHIING CALL. CALCULATED OR EASEEIEMS Tka AFFECT TTBS PROPERTY. 4C. POINT or COMMENCEMENT RK PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NLD MCENTERLINE W0. L DISK FF, LSLFINISHED FLOOR ELEVATION WILDING SETOACK LINE B, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTUIEO TO AND SHOULD HOT BE RELED UPON BY ANY OTHER ENTITY. R/ W RIGHT-G;WAY A.M. DENCHDAARK 0. DIMENSIONS SHOWN FOR THE LOCATION OF OIPROVEMEHS HEREON SHOULD NOF BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. CAMCNT DA RASE HARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS B4sc BEARING (B.S.) DRAIN UTIL. INIAINAG[ UTILITYB ELEVATIONS, IF SHOIYN-ARE BASED ON MAITOIAL OEODEITC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. ttFC CHAIN LINK FENCE D. GERTIfK:ATE Of AUTHORIZATION Hw 430B wort f 1CTC OCK SCALE r- I• - 20 -i DRAWN BY: ••• ,O P.C. DuC. POINT OF CURVATURE OC MCI IPP"orO' CERTINCY FIEDBY. DATE ORDER No. R RADIUS PLOT PLAN 04-03-2018 2020-18 L DARC LENGTH DELTA C CHORD C. L MGCHORD DCARING NATURAL GRADE NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABUSHED 100 YEAR FLOOD PLANE AS PER nRM- T6A. GRUSEN EYER. R.L.S. / 4714 ZONE X. MAP / 12117CO090 F (09-28-07) W. SCOTT, R.LS 1 4801 X RECORD COPY Filename: PARK SQUARE 2572 PENNSACOLA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2570 2 1 Lighting Summary Standard 6,224 6,224 Optional 12,210 6,224 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 61400 4,480 Optional 0u oiy Dryers SANFORDDryerNo. No? Nameplate Line Neutral 5000 2 0 3 0 Dryer Summary Standard 5,000 3,500 Optional # 6 6 7------------------------ 5000 -------------------------------------- feating and Cooling: Actual Number = 2 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1M112.0 240 480 0 1M115.0 240 1,200 0 1111424013,360 0 2M1114.0 240 3,360 0 M112.0 240 480 0 2M115.0 240 1,200 0 21111424013,360 0 Heat/Cool Summary Standard 16,800 0 Optional 16,800 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH1112012001,200 1,200 MICRO1112012001,200 1,200 Doi1118.5 240 4,440 0 OPTPOOL11102402,400 •0 OPTPOOLHEAT11312407,440 0 FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name - M? Ph No Amps Volta VA HP Line Neutral Other Appliance Summary Standard Optional 0. 0 of Max Motor: -----------------------------------------------.------- 25% Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total = 48,224 16,454 Maximum Amperage = 201 69 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 39,796 16,454 Maximum Amperage = 166 69 Service Voltage = 240 Service Phase = 1 RECORD COPY tip Q° Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: PSQ2572A - Park Sq / 2572-PENSACOLA-A_TRAY MiTek USA, Inc. Site Information: 6904 ParkeEastBlvd. Customer Info: PARK SQUARE HMS Project Name: PS02572A-T Model: PENSIZMA F 25TMRAY CLG Lot/ Block: 64 Subdivision: WYNDHAM PRESERVE 60 Address: 3996 NUGHT HERON DR. City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 46 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. I Seal# Truss Name Date No. I Seal# ITruss Name I Date 1 IT13711431 Al 4/6/18 112 IT13711442 1CJ5 4/6/18 2 T13711432 A2 4/6/18 113 T13711443 I DI 4/6/18 3 IT13711433 A3 4/6/18 114 T13711444 1 D2 4/6/18 4 IT13711434 A4 4/6/18 15 T13711445 D3 4/6/18 5 IT13711435 B1 4/6/18 16 T13711446 E1 4/6/18 6 IT13711436 B2 4/6/18 17 T13711447 E2 4/6/18 7 1 T13711437 B3 4/6/18 18 T13711448 E3 4/6/18 8 IT13711438 ICII 4/6/18 19 1 T13711449 1 E4 4/6/18 9 IT13711439 JC2 4/6/18 20 1 T13711450 I E5 4/6/18 10 1 T13711440 ICJ1 4/6/18 121 1 T13711451 I E7 4/6/18 11 IT13711441 I CJ3 4/6/18 122 1 T13711452 I F1 4/6/18 PXLDINC; SANFORD 1 8 - 1 8 6 6 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 ANSlrrPI 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/TPl 1, Chapter 2. Oitaluu# i,,i No 34869 STATE OF10 4 OR 110111111 Julius Lee PE No.34869 MiTek USA, Inc. Ft. Can 6634 6904 Parke East 8W.1ampa FL 33610 Date: April 6,2018 Lee, Julius I of RE: PSQ2572A - Park Sq / 2572-PENSACOLA-A_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: PSQ2572A-T Model: PENSACOLA - 2572 A / TRAY CLG Lot/Block: 64 Subdivision: WYNDHAM PRESERVE 60 Address: 3996 NUGHT HERON DR. City: SANFORD State: FLORIDA No. ISeal# Truss Name I Date 23 IT13711453 F2 4/6/18 24 IT13711454 F3 4/6/18 25 IT13711455 F4 4/6/18 26 IT13711456 F5 4/6/18 27 IT13711457 I F6 4/6/18 28 IT13711458 F7 4/6/18 29 IT13711459 F8 4/6/18 30 IT13711460 I F9 4/6/18 31 1 T13711461 F10 4/6/18 32 IT13711462 G1 4/6118 33 T13711463 G2 4/6/18 34 T13711464 G3 4/6/18 35 IT13711465 GS 4/6/18 36 IT13711466 H1 4/6/18 37 IT13711467 H2 4/6/18 38 IT13711468 J5 4/6/18 39 T13711469 J6 4/6/18 40 T13711470 J7 4/6/18 41 T13711471 RT 4/6/18 42 T13711472 KJ5 4/6/18 43 T13711473 KJ7 4/6/18 44 IT13711474 KJ58 4/6/18 45 IT13711475 1-1 4/6/18 46 IT13711476 JV1 4/6/18 2 of Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711431 PS02572A Al HIP 1 n LJo Reference (optional) Mid -Florida Lumber, 8anow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Apr 6 11.04:24 2018 Page 1 IDfhretoHoJgyU211AdOk3Aiy3nGL•6bW(vwkOzfFC2VoDJApnnfrznf5kPmR9_U4gozTSfr 7- 0-0 12-7-1U 18.1.15 23-8 0 29.2-1 34-8.3 1074-0 47.4.0 4 -4- 7- 0-0 5 7-13 5 8.1 5 6.1 5 6 1 5.6.1 S. 7-13 7.0-0 ex10 = 6A0 12 2. 4 II 16 = 34 = 44 = 3x6 = 3x8 = 6x10 = Scale = 1.79.0 5xS = 20 19 18 17 16 i5 14 13 12 5x8 2x4 II 44 = 7x8 WB = 4x8 = 40 = 44 = 20 11 4x4 = 74 WB = LOADING ( psf) TCLL 200 TCDL 10.0 SCLL 0.0 ' BCDL 100 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.96 BC 0.86 WB 0.85 Matnx- R DEFL. in Vert( LL) -0.66 Vert( CT) -1.30 Horz( CT) 0.19 Wind( LL) 0.82 loc) Well Ud 16 > 855 240 16 > 432 180 10 n/a n/a 16 > 686 360 PLATES GRIP MT20 2441190 Weight: 549 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 2- 6,6.9: 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 7-1-0 oc bracing BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No 3 REACTIONS. ( lb/size) 1-3857/0-7-8, 10=3938/0-7-8 Max Horz 1=-88(LC 9) Max Uplift 1=-1606(LC 5), 10=1623(LC 4) Max Grav 1=3964(LC 18). 10=4012(LC 17) FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=8166/3471, 2-3=-10961/4829, 3-4=-13160/5798, 4-5=-13854/6102, 5.7=13854/6102, 7- 8=-13157/5797,8-9=-10957/4828,9-10=-8158/3468 BOT CHORD 1-20=3062/7276, 19-20=-3059/7288, 17-19=-4767/11059, 16-17-5735/13259, 15- 16=-5705/13229, 13-15=4721/11006, 12-13=3011/7223, 10-12=-3015f7211 WEBS 2-20=0/440, 2-19=2061/4481, 3.19=-2133/1142, 3-17=1171/2627. 4-17=1152/688, 4- 16=-392/859, 5.16=-701/487, 7-16=-394/862, 7-15=1163/689. 8-15=1172/2628, 8- 13=-2132/1142,9-13=-2064/4483,9-12=0/437 NOTES- 1) 2-ply truss to be connected together with 10d (0 148"x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-5.0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. This item has been Websconnectedasfollows, 2x4 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to electronically signed and ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. Sealed by Lee, Julius, PE 3) Unbalanced roof live loads have been considered for this design. using a Digital Signature. 4) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. 11; Exp B; Encl., i Printedcopies Of this pGCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.25 plate grip DOL=1 25 document 5) Provideadequatedrainagetopreventwaterpondingarenot considered 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signed and Sealed and the 7) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. On any electronic Copies. 8) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 100111 uplift at loint(s) except (it=lb) Juliue Lee PE No. UU1 1=1606. 10=1623 9) Girder carries hip end with 7-0-0 end setback. 6litek USA, Inc. FL Cart 6634 10) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 590 lb down and 306 lb up at 4104 Parka East Blvd. Tampa FL 33610 40-4- 0, and 590 lb down and 306 lb up at 7-0-0 on top chord The design/selection of such connection device(s) is the Date: responsibility of others April 6,2018 FILIUM WARNING . Verify design panmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MiTakll connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, me building designer mutt verify the applicability of design parameters and property Incorporate this design Into the overall buading 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 alwaysrequitedforstsbWlyandtopreventcollapsewithpossiblepersonalIniuryandpropertydamage. For general guidance regarding the fabrketlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Infon atlon available from Truss Plate Institute, 216 N. Lae Street, Suite 312. Alexandria, VA 22314. Tamps, FL 366 to Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711431 PS02572A Al HIP 1 n Reference (optional) Mid -Florida Lumber, Bartow, FL. 6.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04:24 2018 Page 2 10:fhretoHoJgyU2liAdOk3Aiy3nGL-6blAXwvkOzfFC2 VoOJApmdrznf5kPmR9_U4gozTSfr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (pin Vert, 1-2-60, 2-9=-126(F=-66), 9-11=-60, 1-10-42(F-22) Concentrated Loads (lb) Vert: 2G385(F) 9=-385(F) O WARNING - Verify dasrgn paremotara and READ NOTES ON rw AND INCLUDED AerEK REFERENCE PAGE MII.7473 r . 1dD312015 BEFORE USE Design valid for use only with MITek® oonnectots This design Is based only upon parameters shown, and Is for an Individual building component. rat a truss system Before use, the building designer must verily the applicability of design parameters and properly Ineerporata this design Into the overall building design. 8rscbg Indicated Is to prevent buckling of Individual truss web another Gard members only. Additional temporary and permanent bractrg k' WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 8904 Parke Past Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Mesandds, VA 22314. Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711432 PS02572A A2 HIP 1 1 Mid -Florida Lumber, Barlow, FL. 6.130 s Mar 112018 MTek Industries, Inc. Frl Apr 6 11:04.26 2018 Page 1 ID:fhretoHoJgyU2liAdOk3AIy3nGL-2zuryay_YavzRMfAKkCHwBkHVbM3CHZkclzBvhzTSfp 4-9.4 9-0-0 16.4-14 23-8-0 30-11.2 38.4-0 42$•12 47.4-0 4 •4 4.9.4 4.2.12 7.4.14 7-3.2 7.3.2 7-4-14 4-2-12 4.9.4 Scale - 1.80.5 2x4 II axe = 40 = 44 = 4x4 = 6 00 f 12 3 4 5 6 7 a6XII OF P-- i i I..-N"M 4 4 i 4x6 = 16 13 34 = Sx8 MT20HS = 14 13 12 3x8 = Sxa MT20HS = 3x8 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2.0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017ITPI2014 CSI. TC 0.58 BC 0 83 BW0.96 Matrix- R DEFL. in (loc) Udell L/d Verl( LL) -0.40 14 >999 240 Ven( CT) -0.82 14-15 >680 180 Horz( CT) 0.23 10 n/a n/a Wind( L-) 041 14 >999 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 264 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. 3. 6,6.8: 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 4-114 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1=1867/0-7-8, 10=1952/0-7-8 Max Horz 1=106(LC11) Max Uplift 1=544(LC 7), 10=-563(LC 6) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3557/1484, 2-3=3387/1407, 3-4=4433/1884, 4-5=4941/2079, 5-7=4941/2079, 7- 8=4430/1879. 8.9=3375/1392, 9-10=-3539/1459 BOT CHORD 1-16=-1198/3088, 15-16=-1049/2986, 14-15=-1623/4432, 13-14=1618/4428, 12- 13=-1038/2977,10-12=-1171/3068 WEBS 3-16- 48/342, 5-14=452/282, 8-12--42/338, 4-15=-814/417, 3-15=-700/1786, 7- 13=815/417,8-13=-702/1789,4-14=246/650,7-14=-247/653 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=15ft; Cat. II; Exp B; Encl.. GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.25 plate grip OOL=1.25 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated. This Item has been 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide electronically signed and will rd 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 Qt=Ib) using a Digital Signature. 1= 544. 10=563. 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. V1869 Welt USA, Ina. FL Cert 6SU 6904 Parke East Blvd. Tempe FL 31610 Daft: April 6,2018 A- RNINO • —fy design pammetars end READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 rw. 1"W015 BEFORE USE. Design valid for use only watt MITekm Connectors This design Is based only upon parameters shown, end Is for an Individual budding Component, not a truss system. Before use, the building designer must vaflfy, the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual trust web and/or Chord membem only. Motional temporary and permanent bracing MiTek' IsalwaysrequiredforctablidyandtopreventcdtapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANStrrPlt Quality Cohorts, OSB49 and SCSI Building Component 89N Partin East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711433 PS02572A A3 HIP 1 1 b Reference (optional Mid-Florida Lumber. Bartow, FL. mw s mar i i Zulu MI f ex inaustnas. Inc. rn Apr b i i:ve:zr 20is rage i ID:0lretoHoJgyU2liAdOk3A1y3nGL-XAOJ9wzcJu 1 g3 WEMuRt WTOHPi9huwsT"kR7zTSfo 5.94 11.0-0 ) 174-0 I 234i-0 ( 30-0-0 384-0 41$-12 47.4-0 4 .4- 5 94 5 2-12 84-0 64-0 64.0 64.0 5 2-12 5.9 0 Scale = 1 ,60.5 d 44 = 2x4 II 5x5 34 = 3x6 = 3x6 = 5x5 6.00 12 3 4 5 6 7 8 16 17 t8 15 t9 20 14 21 22 13 23 24 12 3x8 = 5x5 = 3x8 = 5x5 = 3x6 = 6.114 174-0 23A-0 30-0-0 384.12 474-0 8.114 84-12 64-0 84-0 84.12 8.11.4 1 Plate Offsets (X Y)- 13 0-2-8 0.2-41 I8,0-2-8.0-2-41 113.0-2-8.0-3-01. 115:0-2-8.0-3-0I LOADING (psl) SPACING- 2-0-0 CSI. DEFL. In loc) Uden Ud TCLL 20.0 Plate Grip DOL 1.25 TC 080 Vert(LL) 0.35 14 999 240 TCOL 10.0 Lumber OOL 1.25 BC 0.79 Vert(CT) 072 14-15 776 180 BCLL 0 0 ' Rep Stress Incr NO WB 0.47 Horz(CT) 0.21 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.34 14 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 245 lb FT - 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 5-5-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1-1867/0-7-8.10-1952/0-7-8 Max Horz 1-126(LC 11) Max Uplift 1=502(LC 7). 10=-520(LC 6) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3558/1493, 2-3=-3341/1425, 3-4=3509/1541, 4-5=3967/1726, 5-7=396711726, 7- 8=3506/1537, 8-9=3329/1409, 9-10=354311473 BOT CHORD 1-16=120013092. 15.16=-974/2805, 14-15=131413679, 13-14=1310/3677. 12- 13=-966/2799,10-12=-1178/3076 WEBS 3-16--126/402,4-14=157/456, 5-14=-361/228, 7-14=-158/458. 8-12=-118/398, 4- 15=-724/359, 7-13=726/360, 8-13=-413/1133, 3.15=-412/1130 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) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL-1 25 plate grip DOL=1 25 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 poll 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 willfitbetweenthebottomchordandanyothermembers. with SCOL - 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at Joint(s) except (Jt=lb) electronically signed and 1= 502,10=520. sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 MITek USA, Inc. FL Cert 6034 6904 Parke Ent Blvd. Tempe FL 33910 Date: April 6,2018 AWARNING • Verify d.afgn Parsmarers and READ NOTES ON TNIS AND INCLUDED W TEK REFERENCE PAGE MIW473 mv. l""015 BEFORE USE. Design valid for use only with MITakO connecters. This design Is based only upon parameters shown, and Is for an IndMdual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent braving M iTek' IsalwaysrequiredfarstabilityandtopreventconspsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fatxkation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVi Quality Crttarts, OSS49 and BCSI Building component 8804 Parke east Blvd Safety Information available from Truss Plata Institute, 218 N Lae Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq / 2572-PENSACOLA-A TRAY I T13711434 PS02572A Ala HIP 1 1 Job ReferenceI Mid-Flonda Lumber, Bartow, FL t1 13u s Mar 11 Zulu Mitax mousines, Inc. hn Apr If 11.u4 Zts Zola rage 1 IO:PkGOJDXOtefmOhvA7lXzEy3msb-7M nNG E4B9hhfoZS8EIOcgYwP71fGG14cSlzZzTSfn 13-0-0 20.0 12 27-34 344-0 8 12 474-0 4 4 8 2-12 7-0.12 7-2-8 70 12 &2.12 8.94 Scale - 1.80.5 Sx5 — 2x4 II 3x6 = 18 5xS = 3 419 5 620 7 16 15 14 `° 13 " 12 11 2x4 II 3)d = Sx8 = 5x5 = 3x8 = 2x4 II LOADING ( psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip OOL 1.25 TC 0.90 Vert(ILL) 0.29 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.61 13-14 >912 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 023 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight: 255 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.t Except' TOP CHORD Structural wood sheathing directly applied. 7- 10: 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. SOT CHORD 20 SP No 2 WEBS 1 Row at midpt 6-14 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1-1867/0-7-8, 9=1952/0.7-8 Max Horz 1=-146(LC 13) Max Uplift 1=-461(LC 12), 9=-504(LC 13) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3586/1215, 2-3=3078/1100,.34=-3286/1231, 4-6=3296/1236, 6-7=3297/1234, 7- 8=3073/1105, 8-9=-3591/1217 BOT CHORD 1-16=996/3117, 15.16=996/3117, 14-15=-747/2661, 13-14=941/3297, 12-13=-754/2657, 11- 12=997/3101, 9-11=997/3101 WESS 2-16=0/267, 2-15=518/323, 3-15=-120/442, 3-14=-380/969, 4-14=-453/277, 6. 13=520/308,7-13=-387/981,7-12=-114/444,8-12=504/315,8-11=0/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h-15ft; Cat. II; Exp S; Encl., GCpi= 0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) 0.3-12 to 5.0-9, Interior(l) 5-0-9 to 13-0-0, Exterior(2) 13-0-0 to 41. 0-5. Interior(1) 41-0-5 to 48-4-13 zone;C-C for members and forces d MWFRS for reactions shown: Lumber OOL=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 pt=lb) 1= 461, 9=504 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 MITak USA, Inc. FL Cart $634 401 Parka East Blvd. Tamps FL 33610 Date: April 6,2018 QWARNINO • Vrify, design parametws and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. I"MOIS BEFORE USE. Design valid for use any with Wek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, ilia building designer must verify the applicability of design parameters and property Incorporate this design Into the *versa building design Bracing Indicated Is to prevent buckling of Individual Coss web and/or chord members only. Additional temporary and permanent bracing M iTe k' IsalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, OSS419 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Insthuts, 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711435IPS02572A81GABLE11 D Reference toptionall Mid -Florida Lumber, Bartow, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04.29 2018 Page 1 ID:YS49iAKJNvSwXMOyssp?LYy3nGH-TYY3ac sgVHYIpNI?sl YpMwvoZTOtWAJGBMMzTSfm 1-0-0 10.4.0 20-" 21 11-0-0 I 10.4.0 { 10-4-0 1-0.0 Scale = 1.37.7 40 = Q 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = Sx5 = 20A-0 ir 20-8-0 Plate Offsets (X.Y)- 08:0.2-8.0-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In loc) I/def1 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 13 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 13 n/r 120 BCLL 00 Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 12 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 105 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-8-0. lb) - Max Horz 2-109(LC 6) Max Uplift All uplift 100 lbor less at joint(s) 2. 12. 19, 20, 21. 22, 17, 16, 15, 14 Max Grav All reactions 250 lb or less st joints) 2, 12. 18, 19. 20, 21, 22, 17, 16, 15.14 FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h-15ft• 8=45ft; L=24ft; eave=2ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber COL=1.60 plate grip DOL-1.60 3) Truss designed for wind loads in the plane of the truss only For studs exposed to wind (normal to the (ace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 10 MT20 unless otherwise indicated. 5) The Fabrication Tolerance at joint 7 - 0%, joint 2 = 0%, joint 12 = 0%, joint 18 = 0%, joint 19 = 0%, joint 6 = 0%, joint 20 = OOA. joint 5 0%, joint 21 = 0%, joint 4 = 0%. joint 22 = 0%, joint 3 = 0%, joint 17 = 0%, joint 8 = 0%, joint 16 = 0%, joint 9 = 0%, joint 15 = 0%, joint 10 - 0%, joint 14 -0%, joint 11 = 0% 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-" oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. This Item has been 9) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. electronically signed and 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12.19. 20. 21. sealed by Lee, Julius, PE 22, 17, 16. 15, 14. 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. UK9 IATak USA, Inc. FL Ceft 66U 6904 Parke East Blvd. Tampa FL 33610 Date•. April 6,2018 AWARNING - Verify design parameters and READ NOTES ON DO$ AND INCLUDED A01 EN REFERENCE PAGE M0.7472 rev. 1041=015 BEFORE USE. aessee Design valid tar use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify theappliublary at design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss wab and/or chord members only Adddlonal temporary and pernanent bracing M iTe k' IsakvaysrequiredforstabilityandtopreventcollapsewhhpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Cohorts. OSS419 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N Lee Street. Suite 312, Mexandda, VA 22314 Tampa, FL 36810 Job Truss Truss Type oty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711436IPS02572A82FINK21 job Reference loationall Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04:30 2018 Page 1 ID:YS491AKJNvSwXMOyssp7LYy3nGH-xk6SoylUbpOPwzyxZZH051v—XCgG7GYKXwxP2SzTSfl 5.54 10-4-0 15-2.12 20-8-0 zl•e-o 1-0-0 5-5.4 4.10.12 4.10.12 5.5.4 1.Od 31 4x4 = 4x4 = 5x8 — 4x4 Scale - 1:39.8 I 10-4-0 20.8.0 10.4-0 10.4.0 Plate Offsets (X.Y1— 18:0-4-0.0-3-01 LOADING (pso SPACING- 2-" CSI. DEFL. in hoc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 051 Ven(LL) -0.18 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Ven(CT) -0.39 8-11 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 004 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=891/0-7-8, 2=891/0-7-8 Max Horz 2=109(LC 7) Max Uplift 6=175(LC 8), 2=-175(LC 8) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1395/263, 3-4=-1046/197, 4-5=1046/197, 5-6=-1395/263 BOT CHORO 2-8=-165/1223, 6-8=-165/1223 WEBS 3-8=-415/147, 4-8=77/630. 5-8=415/147 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL=3.Opsf; h=15ft; B=45N; L=24ft; eave=6ft, Cat 11; Exp B; Encl., GCpi=O 18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 6 = 0%, joint 8 = 0%, joint 3 = 0%, joint 4 - 0%. joint 5 = 0%, joint 2 = 0% 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) 6=175, 2=175. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Les PE No. 34669 MiTek USA, Inc. FL Cart 6634 6104 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 Q WARNING - Verily daslgn parameters and READ NOTES ON TMS AND INCLUDED OTEK REFERENCE PAGE afIP1473 rev. 1dda3r201S BEFORE USE. Design valid for use only with MITakB connectors This design Is based only upon parameters shown, and la for an Indtmual budding component. not a truss system Before use, me budding designer must veiny the applicable y of design parameters and property incorporate this design Into me overall Oudding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addaional temporary are permanent bracing MiTek• Is always required for stabitey, 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 ANSIRPI1 Quality Criteria, OS849 and SCSI Building Componem 6904 Parise East Blvd Safety Information available from Truss Pete Institute, 218 N Lae Street. Suite 312. Alexmndds. VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA A TRAY T13711437IPS02572A83FINK41 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 4-10.12 8.130 s Mar 11 2018 MTek I D:YS491AKJNvSwXMOyssp?LYy3nGH-Pxgg9 Inc. Fri Apr 6 11:04:31 2018 1 7X87HoSdES82c01 sjnTmegyau 04-0 i2114-( 5-54 1.0 Scale = 1:36.4 40 = A US = 5x8 = 40 = 4 10.0.0 104-0 Plate offsets (XY)- 11:0.0-12 0-1-8t 17.0.4-00.3-01 LOADING ( psQ SPACING- 2-0-0 CST. DEFL. in loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.19 7-13 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.97 Verl(CT) -0.40 7-13 >605 180 BCLL 0.0 Rep Stress Inor YES WB 0 26 Horz(CT) 0.04 5 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight, 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-6 oo purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 1=812/0-7-8, 5=879/0-7-8 Max Horz 1=-105(LC 6) Max Uplift 1=-135(LC 8). 5=-174(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1344/258, 2-3=-1013/194, 3.4=1016/194, 4-5-1366/261 BOT CHORD 1-7=-158/1IS1, 5-7--162/1198 WEBS 2-7=-371/142, 3-7-73/601, 4-7=-416/147 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-4.2psh BCDL-3.Opsf; h=15ft; 8=45ft; L-2411; eave=6ft; Cat. It: Exp 8; Encl., GCpl=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 1 - 0%, joint 5 = 0%, joint 7 = 0%, joint 2 = 0%, joint 3 - 0%, joint 4 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1= 135, 5=174. 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 La PE No. 3011 Wait USA, Inc. FL Cert 6034 6204 Parka East Blvd. Tamps FL 13610 Data: April 6,2018 O WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED wrEK REFERENCE PAGE M0.7473 rev. t"3/2016 BEFORE USE. Design valid for use only with MfTatrm connectors This design Is baud only upon parameters Shown, and Is for an Individual building Component, not a truss system Before use, the bddlnp 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 Indlvtouel truss web and/or Dora members only. Additional temporary and permanent bracing MOW IsalwaysrequiredforaablleyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANSVTPIt Quality Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Piste Institute, 21e N Lee Street, Suite 312. Alexandde, VA 22314. Tamps, FL 38610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY 1 T13711438 PS02572A C1 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 112018 MITek Industries. Inc. Fri Apr 6 11:04,31 2018 Page 1 ID YS49jAKJNvSwXMOyssp?LYy3nGH-Pxgq?107M6YFY7X87HoSdESSJcllsmXTmegyauzTS(k 1-0-0 5-0-0 6-7.6 1-0-0 5-0-0 1-7.6 4x4 = t 5x4 Scale -1'165 II 3 4 3x4 = 1.5x4 11 5-1-12 1-552 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.57 Vert(LL) -0.15 6-9 >505 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Ven(CT) -0.33 6-9 >234 180 SCLL 0.0 Rep Stress Ina NO WB 0 08 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight. 29lb 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.101 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing REACTIONS. (lb/size) 2=413/0-7-8, 5=474/0-7-8 Max Horz 2=93(LC 8) Max Uplift 2=-81(LC 8), 5=131(LC 8) Max Grav 2=413(LC 1), 5=508(LC 13) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-443/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf, h=15ft; B=45f ; L=24ft; eave=6f1; Cat. II, Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 2 - 0%, joint 5 = 0%, joint 3 - 0%, joint 4 = 0%, joint 6 = 0% 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) 2 except (jt=lb) 5=131. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 86 lb up at 5-0-0 on top 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert, 5-7=32(F=12), 1-3=-60, 34=-96(F=36) Concentrated Loads (lb) Vert: 3--175(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. Julies Las PE No.14669 MiTek USA, Inc. FL Cert 6634 6904 Parke Eaat Blvd. Tampa FL 31610 Date: April 6,2018 QWARN/NO - Varfy, design parameters end READ NOTES ON THIS AND INCLUDED AATEK REFERENCE PAGE Af0.1473 rev. 10d10W015 BEFORE USE. Design vela for use only with Waklb connectors. This design Is based only upon parameters shown, and Is tot an IndNMual 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 wab and/or chord members only. Additional temporary and permanent bracing MiTekIsalwaysrequiredforstabitayandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, dathrery, eraclion and bracing of trusses and truss systems, sea ANSVTPI1 Ousltty Crltena, OSS49 and SCSI Building Component ae04 Parka East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Tjob k Sq / 2572-PENSACOLA-A TRAY T13711439 PS02572A C2 MONO HIP 1 Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr •6 11:04:32 2018 Page 1 ID YS49jAKJNvSwXMOyssp?LYy3nGH-t7ECCell7og69H6i01_JMS_I OOTbEVc?EOV7LzTSfi I 5.10.8 817_8 5.10-8 0-9.0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 00 ' Rep Stress Incr NO WB 0.04 BCDL 10.0 Code FBC2017frP12014 Matrix -MP 4x4 = 1 5x4 II 44 = A 0-74 DEFL. in (loc) Udefl Ud Vert(LL) -0.08 4-6 >951 240 Vert(CT) -0 17 4-6 >450 180 Horz(CT) 000 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1-564/0-7-8, 4=564/0.7-8 Max Horz 1=84(LC 8) Max Uplift 1=-94(LC 8). 4=132(LC,8) Max Gray 1=568(LC 13). 4=574(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale - 1:20.2 PLATES GRIP MT20 244/190 Weight: 34 lb FT - 20% Structural wood sheathing directly applied or 60-0 oc purtins, 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=15f1; B-45N; L=24ft, eave=4lt, Cat. II; Exp B; Encl.. GCpi=0.16. MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 1 = 0%. joint 2 = 0%, joint 3 - 0%, joint 4 = 0% 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 tell 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) 1 except (jt=1b) 4=132 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 (pll) Vert: 14=114(F=94), 1-2=-60, 2-3-60 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. JeGee Lee PE No. 3UN9 MITek USA, Inc. FL Cert 8831 IM Parke East Blvd. Tampa FL 33810 Date: April 6,2018 QWARNING - Varlry das/gn paramarm and READ NOrES ON DeS AND INCLUDED MITEK REFERENCE PAGE M/F7473 rev. 1".V2016 BEFORE USE. Design valid for use only with MFTsk b connectors This design Is based only upon parameters shown, and Is for an Individual building componafd, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullet I design BraUng Indicated is t0 prevent Duckllrtp of Individual trust web and/or chord members Only Additional temporary and permanent Mating MiTek' la alwsys required for stabaity 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 ANSVTPt1 Quality Criteria, OS1349 and BCSI Building Component 6904 Parke East Blvd. Safety Informsnon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Mexandrta. VA 22314. Tamps, Fl. 36610 Job Truss Truss Type dry Ply Park Sq / 2572-PENSACOLA-A TRAY T1371 U40 PS02572A CJ1 JACK 16 1 D Reference o tional Mid -Florida Lumber, Bartow. FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04.33 2018 Page 1 ID.OfeXwW x8Dan8Wb802KElmy3nGG-LJoaO_1NukoznRhWElgv4fXbf0vAtKhJmDu93fnzTSfi 1-0-0 141-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.07 TCDL 100 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=8/Mechanical, 2=13810-7-8, 4-3/Mechanical Max Horz 2=36(LC 8) Max Uplift 3=-2(LC 5), 2=64(1_C 8), 4-3(LC 1) Max Grav 3=9(LC 13), 2-138(LC 1). 4=12(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1.7.0 2x4 = OEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.00 7 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.0psf; h=15ft; B-45f1; L-24ft; save=6ft; Cat. 11; Exp B; Encl.. GCpi=0.18, MWFRS,(directional); Lumber OOL=1.60 plate grip DOL-1 60 2) The Fabrication Tolerance at Joint 2 = 0% 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) 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. UN9 MITak USA, Inc. FL Cart 8631 6904 Parke East Blvd. Tampa FL 33610 ' Date: April 6,2018 Q wARNINO - Verify daslgn parameters and READ NOTES ON TNIS AND INCLUDED rdfTEK REFERENCE PAGE Afd•1477 rev. 1002,2015 BEFORE USE. Design valid for use only On MITek® connectors. This design is eased only upon parameters shown. and Is for an individual bueding component, not a trust system Before use, the building designer must verity the appoublitty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual trust web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury are property damage For general guidance regarding the fabricalron, storage, delivery, erection and bracing of trusses and truss systams. sae ANSVIPII Duality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. earety Infomlation available from Truss Plate Institute, 216 N Lea Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36810 Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711441IPS02572ACJ3JACK181 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 a Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04:33 2018 Page 1 ID:OfeXwWLu8Dan8Wb802KEtny3nGG-LJOSO 1 NukoznRhWEigwjfXDNOvSKhJm0u93fnzTS6 1-0-0 3-0-0 1-0-0 3-0-0 Stale V-V 2x4 = LOADING (ps" SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 009 TCDL 100 Lumber DOL 1.25 BC 0 07 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FSC2017r rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=70/Mechanical, 2=19310-7-8, 4=35/Mechanical Max Horz 2.63(LC 8) Max Uplift 3=-26(LC 8), 2=-54(LC 8) Max Grev 3=70(LC 1), 2=193(LC 1). 4=52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) -0.00 4-7 >9W 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) 0.00 2 We n/a Weight. 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. NOTES- 1) Wjnd: ASCE 7-10; Vult=140Mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL-3 Opsf; h=15ft; 8=45111, L-24ft, eave=6ft, Cat. II, Exp 8, Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10 0 psf bottom chord live bad nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding WO lb uplift at joints) 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. 3069 MITek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33410 Date: April 6,2018 Q WARNING - Val/if design parameters and READ NOTES ON THIS AND INCLUDED AtlTEK REFERENCE PAGE M0.7472 rev. 100=015 BEFORE USE. sesew Design valid for use only with MITah® connectors This design Is based only upon patametats shown, and Is far an Individual building Component, not a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall balding design. Bracing Indicated Is to prevent buckling of Individual truss wab and/or chord members only Additional temporary and permanent bracing M iTek' U atways required for stability and to prevent collapse with possible personal Injury and property damage. far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality CrIterls, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insthule. 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA•A TRAY T13711442IPS02572ACJ5JACK141 b Reference loolional) Mid-Flodda Lumber, Bartow, FL. 8.130 a Mar 112018 MTek Industries, Inc Fri Apr 6 11:04:34 2018 Page 1 ID:UrCv8rL2vWemg9K HrTOzy3nGF•pWMydJ27f1wgPeGjoPL9Ft41VpDw382vSYvcBDzTSfh 1-0-0 5-0-0 1.0.0 5-0-0 2x4 = LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 10.0 Lumber DOL 1.25 BC 0 25 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=268/0.7-8, 4.64/Mechanical Max Horz 2=91(LC 8) Max Uplift 3=50(LC 8), 2-57(LC 8) Max Grav 3=127(LC 1), 2=268(LC 1), 4=91(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1 17 0 DEFL. In (loc) I/defl Ud PLATES GRIP Vert(L-) -0.02 4-7 >999 240 MT20 244/190 Ven(CT) -0.06 4-7 >999 180 Horz(CT) 0.00 2 n/a n/a Weight: 18 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: Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opst; h=1511t; 8=45ft; L=24ft; eave=6ft, Cat. II; Exp 8; Encl. GCpi=O 18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 par 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) 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. U869 HTek USA, Inc. FL Cert 6634 6904 Parka Ent Blvd. Tampa FL 31610 Oale: April 6,2018 0 wARNINo • VMry design paramwers and READ NOTES ON r10S AND INCLUDED aarEK REFERENCE PAGE M11.7473 ran. t"VZOIS BEFORE USE. Design valid for use only with MITak® connectors. This design Is based only upon parameters shown, and Is for an Individual bulking component, not a truss system Solaro use, the building designer must verify the applicability of design Parametersend property Incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddional temporary and permanent bracing eiTe k' iYlIsalwaysrequtredforstablldy, and to prevent collapse wan posslbka personal Injury and property damage For general guidance regarding the labrleatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality Criteria. OSB49 and BCSI Building Component 6904 Parke East BIM sooty Information available from Truss Plate Institute, 216 N. Lea Street. Suite 312. Alexandria, VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711443 PS02572A 01 GABLE 1 1 oD e e e all Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc Fn Apr 6 11:04:35 2018 Page 1 I D:YS49iAKJNvSwXMOyssp7LYy3nGH.I IvLrf3dOL2hOkrvM7sOo4cxXDb4obG3hCeAjfzTSfg 1-0-0 3.8-07.4-0 a 4-0 1- 0-0 i 3-8-0 3.8-0 1A 04 = 12 11 10 9 a 15. 4 I I 1 x4 11 1 x4 11 1 x4 11 1.5x4 I I LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1.25 TC 0.11 TCDL 10.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 Rep Stress Incr NO WB 0 04 BCDL 10.0 Code FBC2017/rP12014 Matrix-R a DEFL. in (loc) I/defl L/d PLATES GRIP Vert( LL) -0.00 7 n/r 120 MT20 244/190 Vert( CT) -0.01 7 n/r 120 Horz( CT) -0.00 8 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 OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-4-0. lb) - Max Horz 12=103(LC 7) Max Uplift All uplift 100 lb or less at joints) 12, S. 11, 9 Max Grev All reactions 250 lb or less at joint(s) 12. 8, 10, 11, 9 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1.25.3 Weight: 43 lb FT = 20e/6 Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vesd=108mph, TCDL=4.2pst; BCDL=3.Opsf; h=15ft; B-45ft; L=24ft; eave=2ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed, Lumber DOL=1.60 plate grip OOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) The Fabrication Tolerance at joint 4 = 0%, joint 12 = 0%, joint 2 = 0%, joint 8 = 0%. joint 6 = 0%, joint 10 = 0%, joint 11 = 0%, joint 3 0%, joint 9 = 0%, joint 5 = 0% 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 pill bottom chord live bad nonconcurrent with any other live bads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 11. 9. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 NUTek USA, Inc. FL Cart 6834 6804 Parke East Blvd. Tampa FL 33810 Data: April 6,2018 AWARNING - Varlly design parameters and READ NOTES ON Tres AND INCLUDED WTEK REFERENCE PAGE MIA7473 M. 1 M13/2015 BEFORE USE. Design valid for use only with Mfrak® connectors. This design Is based only upon parameters Shown, and is for an Individual building component, not'• a truss "am Before use. the building designer must verify Ina applkattlkly 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 clad members only. Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstsbitdyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery• erection and bracing of trustee and truss systems. see ANSVfPl1 Quality Criteria, Da829 and SCSI Building Component e904 Parke East Blvd Safety Infomrsllon available from Truss Plate Institute, 216 N. Lae Street. Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Job Truss Thus Type Qty Ply Perk Sit / 2572-PENSACOLA-A TRAY 1 T13711444 PS02572A D2 KINGPOST 3 1 Job Reference loptionall Mid -Florida Lumber, Barlow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11 04:35 2018 Page 1 ID YS49jAKJNvSwXMOyssp?LYy3nGH-IivLr(3dQL2hOkrvM7sOo4cgGDXvobK3hCeAjfzTSfg 1-0-0 3.8-0 7.4-0 8.4-0 1-0-0 3-8-0 3.8-0 t-0-0 Scale 318'=1' 4x4 s Do MT Plate Offsets (X.Y)- 14 0-2-0.0.1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(L-) 003 7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Ven(CT) 006 7 999 180 BCLL 0. 0 Rep Stress Incr NO WB 0 03 Horz(CT) 0.12 6 n/e n/a BCDL 10. 0 Code FBC2017frP12014 Matrix -MR Weight: 38 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) 6-354/0-3-8.9=354/Mechanical Max Horz 9=-157(LC 6) Max Uplift 6=132(LC 8), 9=-122(LC 8) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=354/122. 2-8=274/142, 4-6=276/146 Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat II: Exp B, Pan. Encl., GCpi=0.55; MWFRS (directional), cantilever right exposed; end vertical left and right exposed: Lumber DOL=1. 60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 3 = 0%, joint 8 = 0%. joint 6 = 0%, joint 2 - 0%, joint 4 = 0%, joint 7 = 0% 4) This truss has been designed for a 10.0 pst 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) 6-132, 9=122 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 WTek USA, Inc. FL Cart 0634 0904 Parke East Blvd. Tamps FL 33610 Date: April 6, 2018 AWARNING - Verify dealgn pa otrs and READ NOTES ON TPUS AND INCLUDED IWTEK REFERENCE PAGE sfd-7473 rev. 1"JA1015 BEFORE USE. Design valid for usa only wan MITek® connector$ 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 appllrabl9ty, of design parameters and property Incorporate this design Into the overall building design Btaclng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' IS always (squired for stability and to prevent collap$a with possible personal Injury and property damage For general guidance nigaming the fabrication, storage, delivery, etection and bracing of trusses and truss system$, sae ANSVTPI7 Quality Criteria, OS1349 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, AlexandM, VA 22314 Tamps, FL 36610 Job Truss Truss Type Gty Ply Park Sq / 2572-PENSACOLA-A_TRAY T13711445IPS02672AD3KINGPOST11 job Reference al Mid-Flodda Lumber, Bartow. FL. 8 130 s Mar 112018 MiTek Industries, Inc Fri Apr 6 11:04 36 2018 Page 1 ID:YS49jAKJNvSwXMOyssp?LYy3nGH-muTj2?4FBIAYeuO5wgNdK192LdrhX2jCwsOIG6zTSg 1-0-0 3-0-0 74-0 8-0 0— 3-8-0 348-0 100 04 = 2.5x4 11 6 1x4 II 6 2.5x4 11 LOADING (psf) SPACING- 2-" 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 FBC2017frPI2014 Scale = 1.25 1 CSI. DEFL. In loc) Udell Ud PLATES GRIP TC 0.36 Vert(LL) 0.03 6-7 999 240 MT20 244/190 BC 0.49 Vert(CT) 0.05 6-7 999 180 WB 0.02 Horz(CT) 0.00 6 n/a n/a Matrix -MR Weight: 36 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) 6=31710-3-8.8=391/0.3-8 Max Horz 8=103(LC 7) Max Uplift 6=113(LC 8). 8=-154(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing direly applied or 6-0.0 oc purling, 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) Vesd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=241t; eave=4ft; Cat II; Exp B; Part. Encl.. GCpl=0.55, MWFRS (directional), cantilever left and right exposed: end vertical left and right exposed; Lumber DOL-1 60 plate grip DOL-1.60 3) The Fabrication Tolerance at joint 3 = 0%, joint 9 = 0%. joint 2 = 0%, joint 6 = 0%, joint 4 = 0%, joint 7 = 0% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=113, 8=154. 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 AVTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 6.2018 AWARNING • Verrry design parameters and READ NOTES ON THIS AND INCLuDED wrEK REFERENCE PAGE Nd•7473 rev. 1"14015BEFORE USE. Oeslgn valid for use only with Mrrekb connectors. This design Is baud only upon parameters shown, and Is for an Individual building component• no a truss system. Before use, the building designer must verify the applkablilty of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andiat chord members only. Additional temporary and permanent bractng MOW alwaysrequiredforstablldyandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIlTP11 Quality Cnteda, OS649 and SCSI Building Component 6904 Parke East Blvd. Safety Infontution available eom Truss Plots, Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711446 PS02572A E1 HIP 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:04:37 2018 Page 1 ID:UrCv8rLZMA11emg9K HrTOzy3nGF-E515GL5tyylPG2 HTXvstM4G13YGPVLSV7GoYzTSfe rt-9.4 7-0-0 13.4.2 19.84 22.11-0 28.6.4 27-84, l'. 3-9.4 3 2.12 6.4-2 64.2 3.2.12 3.9.4 1-0-0 Seale = 147.2 5x5 = 3x4 = 5x5 = 4 18 5 t9 6 3x10 4 3x4 = 30 = 74 = 3x4 = 3x10 LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber COL 125 BCLL 0.0 ' Rep Stress Incr NO BCOL 10.0 Code FBC2017frPI2014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-6 2x4 SP DSS BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2279/0-3-8.8=2279/0-3-8 Max Hors 2=78(LC 7) Max Uplift 2=487(LC 8), 8=-487(LC 8) Max Gram 2=2324(LC 13), 8=2324(LC 14) CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.93 Vert(LL) -020 11-12 >999 240 MT20 244/190 BC 0.96 Vert(CT) -0 39 11-12 >813 180 WB 0.44 Horz(CT) 012 8 n/a n/a Matrix - MS Weight: 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-2-11 oe bracing. FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-4647/991, 3-4=4530/984, 4-5=-4692/1067, 5-6=-4691/1067, 6-7=-4530/984, 7- 8=4646/991 BOT CHORD 2-13=-826/4184, 12-13=795/3913, 11-12=-1060/5001, 10-11=795/3857, 8-10=-826/4125 WEBS 4-13=0/485, 4-12=197/1145, 5.12=-606/218, 5-11=606/218, 6-11=197/1145, 6. 10=0/485 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCOLW.2psh BCDL=3.Opsf, h=15ft; B=45ft, L=24ft, eave=oft, Cat. 11. Exp B, Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) The Fabrication Tolerance at joint 4 - 0%. joint 6 = 0%, joint 2 - 0%, joint 11 - 0%, joint 13 = OeA, joint 3 = 0%, joint 12 = 0%, joint 5 0%. joint 10 - 0%, joint 7 = 0%, joint 8 = 0% 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 tell 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 (jt=lb) 2= 487, 8=487. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at 19- 8-4. and 488 lb down and 169 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Ven: 1-4=60, 4-6=-131(F=71), 6.9-60, 2-8=-44(F=-24) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lot PE No.1/969 MITak USa Inc. FL Cart 8611 904 Parka Eau Blvd. Tampa FL 11410 Date: April 6.2018 AWARMNO • Verify design panmetas end READ NOTES ON rIOS AND INCLUDED AeTEK REFERENCE PA E M1167473 rev. 10A11t2015 BEFORE USE. Oeslgn valid for use only with WOW 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 bubdleg design Bracing indicated Is to prevent buckling of Individual truss web and/or Nord members only Additional temporary and permanent bracing M iTe k' isalwaysrequiredforMostlyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery• erection and bracing of trusses and truss systems. no ANSUTPII Quality CrIteds, 038•89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314• Tampa, FL 36810 Job Truss Truss Type Div Ply710b erk Sq / 2572-PENSACOLA-A TRAY T13711446 PS02572A E1 HIP 1 Reference (optional Mid-Florida Lumber, Bartow, FL. LOAD CASES) Standard Concentrated Loads (lb) Vert: 4=-385(F) 6=-385(F) 8.130 s Mar 11 2018 MITek Industries, Inc Fri Apr 6 11:04:37 2018 Page 2 10:UrCvSrLZvWemggK HrTOzy3nGF-E515GL5tyylPG2 HTXvstVi4G13YGPVL8V7GoYzTSfe WARNING - Vwity Mslgn poremolorsand READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE Af11.1471 rev. IONJI2015 BEFORE USE. ' Design vallo for use only with MITekm connectors. This design Is baud only upon parameters shown, and Is (won Individual building component, not a truss system. Bator* use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' IsalwaysrapuiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erectldn and bracing of trusses and truss systems, sea ANSIn Pl1 Quality Cohorts, OSS42 and SCSI Building Component SON Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312, Alexandria, VA 22114. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq / 2572-PENSACOLA-A TRAY T13711447 PS02572A E2 HIP 2 1 eall Mid-Flonda Lumber, - Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc Fri Apr 6 11 04:38 2018 Page 1 I0:UrCvBrLZvWemg9K HrTOzy3nGF-iHbTTh5WIGOGICZU1FO5OjEM RR 7vFVN9tgK zTSfd r1-0-0, 4.9.4 13.4.2 174" 21.11, 2f16.4 27-0.4, 1 0.0 4.9 4 4.2.12 4-2 4 4.2 4-2.12 4.9 4 1-0-0 Scale - 1:47 2 4x4 = 30 = 4x4 = 19 5 20 6 4x4 3x8 = 30 = US = 4x4 = 9.1-12 176.8 26•84 0.1.10 R-d.19 9.1.12 LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1 25 BC 0.88 BCLL 0 0 Rep Stress Incr NO WB 0.21 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. In floc) Vdefl Ud I PLATES GRIP Vert(LL) -0.14 10-15 >999 240 MT20 244/190 Vert(CT) -0.31 10-15 >999 180 Horz(CT) 0.07 8 n/a n/a 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) 8=1131/0.3.8, 2=1131/0-3-8 Max Horz 2=97(LC 7) Max Uplift 8=-215(LC 8). 2=-215(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1960/355, 3-4=-1657/297, 4-5=-1436/289, 5-6=-1436/289, 6-7=1657/297, 7-8=1960/355 BOT CHORD 2-12=251/1730, 10-12=182/1568, 8-10=-25111730 WEBS 4-12=-51/ 485, 6-10=-51/485, 3.12=350/126, 5-12=284/62, 5-10=284/62. 7-10=-350/126 Weight: 131 lb FT = 200A Structural wood sheathing directly applied or 3-10-12 oo puritns. 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) VBsd=108mph, TCDL=4.2p$f; BCDL-3.0psf; h=15ft; 8-45ft: L-24ft; eave=6ft, Cat. It: Exp B, Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) The Fabrication Tolerance at joint 4 = 0%, joint 6 = 0%, joint 11 - 0%, joint 8 = 0%, joint 12 = 0%, joint 10 = 0%, joint 3 = 0%, joint 5 0%, joint 7 = 0%, joint 2 = 0% 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except (jt=Ib) 8=215, 2=215. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Les PE No. U861 Welt USA, Inc. FL Cart 6636 904 Parka East Blvd. Tampa FL 33610 Date: April 6,2018 AWARN/ NG . Verify Cosign parameters and READ NOTES ON Des AND INCLUDED e.OTEK REFERENCE PAGE M/F7473 rev. 10103/2015 BEFORE USE. wwww 0e21gn valid for use only with MITebD connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, nit• a truss system. Before use, the building designer mutt verify the applicability of design parameters and properly Incorporate this design Into the overall bulldlrp daslgn Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Welk' Is always required forstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component SON 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 / 2572-PENSACOLA-A TRAY T13711448 PS02572A E3 HIP 2 1 r o done Mid -Florida Lumber, eenow, FL. 11.1Ju s Mar n 2u1a MI I eh ID ylmlLBMBgggVOqkXY Miy8y3nGE-AT9ri 1-0-0 5-9A 11-0-0 15AA 20.11.0 1-0-0 .2.125-9.4 54-SA 5-2.12 4x7 = 4x4 = 4 20 21 5 Inc rn Apr b 1l:uq:J7 Line rage 1 1- 0-0' Scale = 1:47.2 1J 1L lu e D 3x4 = 1x4 II 3x4 = 30 3x8 = tx4 II 3x4 = 5. 9.4 ( It-" i 15A4 20-11-0 i 28A.1 5. 9.4 5-2-12 4 8 4 5.2.12 5 Brt LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 008 12 999 240 TCDL 10 0 Lumber DOL 1.25 eC 0.59 Vetl(CT) 0.16 12-13 999 180 BCLL 0. 0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.07 7 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1131/0-3.8, 7=1131/0-3.8 Max Horz 2=116(LC 7) Max Uplift 2=-215(LC 8), 7-215(LC 8) PLATES GRIP MT20 244/ 190 Weight: 138 lb FT = 200A BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc punins BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-19751334, 3-4=-1474/289, 4-5=1257/283, 5.6=-1475/289, 6-7=19751334 BOT CHORD 2-13=-22611713, 12-13--226/1713, 10-12=-107/1256, 9.10=226/1712, 7-9-22611712 WEBS 3-12=-532/136, 4- 12=-36/379, 5-10=-36/380, 6.10=531/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=6ft; Cat. II; Exp B, Encl , GCpi=0 18. MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 0%, joint 5 = 0%, joint 2 - 0%, joint 11 = 0%, joint 3 = 0%, joint 13 = 0%, joint 12 = 0%. joint 10 0%, joint 6 -0%, joint 9 = 0%. joint 7 - 0% 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-" tell by 2440 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 (jt=lb) 2.215, 7=215. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 MITsk USA, Inc. FL Cart 6034 690/ Parka Ent Blvd. Tampa FL 33610 Date: April 6,2018 Q WARMNO • Verify destOn paremafem and READ NOTES ON rNIS AND INCLUDED MITEK REFERENCE PAGE M/P7473 rev. 1041=015 BEFORE USE. Design valid for use only with MITeMb 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 applteablGty, of design parameters and property Incorporate this design Into the overall ding design Bracing Indicated Is to prevent buckling of Individual trust web and/or chord members only. Additional temporary and permanent bracing Welk' Is Weye required for stability endtopreventcollapsewhhpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fatifkallon, storage, delivery, erection and bracing of trusses slid truss systems, see ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Pam@ East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Mexandda. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oly Ply Park Sq / 2572-PENSACOLA-A TRAY T13711449 PS02572A E4 FINK 2 1 Job Reference I Mid-Flodda Lumber, Bartow, FL. 6-11.5 US = 8.130 s Mar 11 2018 MTek Industries. Inc. Fri Apr 6 11.04.40 2018 6rt-13 6.11.5 .1-0-0, Scale - 1.47.3 3x4 = 5x6 = 3x4 = 3x4 = 9.0-15 17-7.5 26.8.4 1 9-0-15 11.6-7 9415 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip OOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1131/0-3-8, 6=1131/0-3.8 Max Horz 2=136(LC 6) Max Uplift 2=215(1-C 8). 6=-215(LC 8) CSI. DEFL. in loc) Udefl L/d TC 0.66 Vert(LL) 023 8-9 999 240 BC 092 Vert(CT) 0.35 9-12 928 180 WB 0.24 Horz(CT) 0.06 6 n/a n/a Matrix - MS FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--1866/334, 3-4=-1671/340, 4-5=-1678/342, 5-6=-1868/334 BOT CHORD 2-9=-217/1657, 8-9=73/1079, 6-8=217/1627 WEBS 3-9=-404/162, 4-9=104/689, 4-8=-107/693, 5.8=-402/162 PLATES GRIP MT20 244/190 Weight. 122 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph; TCOL=4.2psf; BCDL-3.Opsf; h=15ft; 8=45ft: L=24N; eave=68, Cat. II; Exp S. Encl.. GCpi=O 18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) The Fabrication Tolerance at joint 2 = 0%, joint 4 = 0%, joint 9 = 0%, joint 3 = 0%, joint 8 = 0%, joint 5 = 0%, joint 6 = 0% 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 (jt=1b) 2= 215,6=215 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. 14669 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 Q wARN/NG - V.* desfgn psrsmstsrs snd READ NOTES ON n9S AND INCLUDED MITEX REFERENCE PAGE 1111II.7473 mv. 10001/2015 BEFORE USE. Design valid for use only with MTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the appllcabarry, of design parameters and property Incorporate this design Into the overact building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the tabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Infsmtstion available from Truss Plata Institute. 218 N. Lee Street, Suite 312. Nexsndds. VA 22314 Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711450 PS02572A E5 FINK 7 1 b Reference (optionall Mid -Florida Lumber, Bartow, FL. 1-0-0, 6.11-5 8.130 s Mar 112018 MTek ID ylmlLBMBgggVOqkXY MiyBy3nGE-egjD 134-2 19.8-15 64-13 64-13 4x4 = Inc. Fri Apr 6 11:04:40 2018 6-11-5 Scale - 1.47.0 3x4 = 5x8 = 3x4 = 3x4 = 9-0.15 17.7.5 26-84 9.0.15 8$-7 94-15 1 LOADING (ps' SPACING- 2-0.0 TCLL 20'0 Plate Grip OOL 1.25 TCDL 10 0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (Ib/slze) 2-1131/0-3-8, 6=1131/0-3-8 Max Horz 2=-138(LC 6) Max Uplift 2=-215(LC 8), 6=-215(LC 8) CSI. DEFL. in loc) I/de8 Ud TC 0.66 Vert(LL) 0.23 8-9 999 240 BC 092 Vert(CT) 0.35 9-12 927 180 WB 0.25 Horz(CT) 0.06 6 n/a n/a Matrix -MS FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1866/334, 3.4=-1671/341, 4-5=1679/343, 5-6=-1868/334 BOT CHORD 2-9--217/1657, 8-9--70/1066, 6-8=-217/1627 WEBS 3-9=-417/167, 4-9=108/702, 4-8=-110/707, 5-8=416/166 PLATES GRIP MT20 244/190 Weight: 122 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) V8sd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. 11: Exp B; Encl , GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL=1.60 3) The Fabrication Tolerance at joint 2 - 0%, joint 4 - 0%, joint 9 - 0%, joint 3 = 0%, joint 8 = 0%, joint 5 - 0%, joint 6 = 0% 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tell by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=215, 6=215. i$ This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Las PE No. 3069 MiTak USA, Inc. FL Carl 6631 6904 Parka East Blvd. Temps FL 33610 Date: April 6,2018 AWARNING - Verify deslpn parameters and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE M111 702 M. 1&02/2015 BEFORE USE. Design valid for use only with MITelt® 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 Ousding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or Chord members only. Adddlonal temporary and permanent bracing M iTek' Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delMry, erection and bracing of trusses and truss systems, sera ANSVIPI1 Quality Cmterla, OSS-aa and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pkte Institute. 210 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36810 Job Truss Truss Type Oty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711451 PSO2572A E7 HIP 1 1 b Reference (optional) Mid -Florida Lumber, Ballow, FL 3-9-4 3.2-1 7x8 MT20HS = 8.130 s Mar 11 2018 MiTek Industries, Inc Fri Apr 6 11.04.41 2018 Pe 10:OEKgZXNpR8yM? Jj5itxVOy3nGD-6sHc5i800Bork83iNzolLsn?eSuC9gx375UxJz1 134-2 19414 22-11-0 26.8-4 27.8.4 6.4-2 8.4.2 3-2-12 3.9.4 1-0-0 3x4 = 18 5 19 7x6 MT20HS = Scala = 1 47.2 010 = 74 = 30 = 7)6 = 7x6 = 4x10 = LOADING (par) SPACING- 2-0-0 TCLL 20.0 Plate Grip OOL 1 25 TCDL 10.0 Lumber OOL 1 25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except' 4-6: 2x4 SP No 1 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 'Except' 4-13,6-10: 2x4 SP No 2 REACTIONS. (lb/size) 8=2926/0-3-8, 2=1609/0.3-8 Max Horz 2=78(LC 7) Max Uplift 8=516(1-C 8), 2=295(LC 8) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.88 Vert(LL) -0.1910-11 >999 240 MT20 2441190 SC 0.87 Ven(CT) -0.38 10-11 >852 180 MT20HS 187/143 WB 0.61 Horz(CT) 0.10 8 n/a n/a Matrix -MS Weight: 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling direly applied or 8-6-4 oc bracing. FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3143/534, 3-4=-3004/518, 4-5--3502/620, 5-6=-4099/720, 6.7=5920/1007, 7-8=6054/1021 BOT CHORD 2-13=-419/2786, 12-13=-353/2547, 11-12-593/3932, 10-11=-640/4263, 8-10a-854/5385 WEBS 4-13=24/332, 4-12=-190/1294, 5-12=-870/178, 5.11=-251362, 6.11=267/69, 6-10=-425/2689 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; 8COL-3.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp 8; Encl , GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip D0L=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 4 = 0%, joint 6 = 0%, joint 11 = 0%, joint 8 = 0%, joint 13 = 0%, joint 3 = 0%. joint 12 = 0%, joint 5 0%, joint 10 = 0%. joint 7 = 0%, joint 2 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except (H=lb) 8=516,2=295. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2272 lb down and 380 lb up at 21-1-0 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 (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1 25 Uniform Loads (plq Vert: 14=60, 4-6=-60, 6-9=-60, 2-8=-20 d A This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Los PE No. 11069 Wall USA, Inc. FL Ceft 66U IM Parke East Blvd. Tampa FL $3610 Date: April 6,2018 QWARNINO - Verify deslgn parameters end READ NOTES ON Ties AND INCLUDED AOTEK REFERENCE PA E MI1.7473 rev. 1"3,201a BEFORE USE. wwww Design valid for use any with MITek® connaclors. This design Is based only upon parameters shown, and Is for an Individual building component, not a tons system. Before use, the building designer must vent' the applicability of design parameters end property Incorporate this design Into the Mfell buiding design Bracing indicated Is to prevent buckling of Indiddual tans web and/or chord members only Adddlonal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectan and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 05849 and SCSI Building Component 6904 Parke East Blvd Safety Information available Rom Truss Plate Institute, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA•A TRAY T137114511PS02572AE7HIP11 Job Reference (optional) Mid-Flodda Lumber, BanoW, FL. 8.130 s Mar 112018 Mf rek Industries, Inc. Fri Apr 6 11:04'41 2015 Pape 2 ID:OEKgZXNpRByM7_Jj6itxVOy3nGD-6sHc5j8OOBodd13fNzo 1 Lsn7eSuC9gx375UxJzTSfa LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=2272(F) AWARNINO • Verily design paramews and READ NOTES ON 1710S AND iffcwwO a9TEK REFERENCE PAGE MOJ173 rev. fae7Q016 BEFORE USE. Osslgn valid for use only with MRek® connectors This design Is based only upon parameters shown, and Is for an Individual building Component. not a truss system Before use, the building designer must verdy the applicability of design parameters and property Incorporate this design Into the overall building design. ersdng Indlceted 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 proven collapse with possible personal Injury and properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSIRPhf Quality Criteria, OSS49 and SCSI Building Component 6904 Perko Fast Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314• Tampa. FL 38610 Job Truss Truss Type 0ty Park Sq / 2572-PENSACOLA-A TRAY JPIY T13711452 PS02572A F1 GABLE 1 1 Job Reference i Mid -Florida Lumber, Barlow. FL. 0-he 1 2 3 4 5 44 43 42 41 3x3 8.130 S Mar 11 2018 MiTek Industries, Inc Fn Apr 6 11:04:43 2018 Page 1 I0,McR0zDO4zlC4FHT5D7wPapy3nGB-3FOMW09eXo2Y zSRgo7G6mxJOSLngCJEXRab7CzTS1Y a- a Scale - 1:43.2 II I I I I I I I I I I I I I9 20 21 22 417 Y46 10.8.2 18.0.0 1.1.0 1.4.0 1.44) t-1.0 1.1.0 1.4.0 1.-:0 1.1.0 2 1.1.0 t•1.0 1.3.2 1.4.0 1.1.0 1.4.0 1.1-0 1.4.0 1.1.0 t-4.0 1.3,14 0.0.14 LOADING (pso SPACING- 2-0-0 CST. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 001 Vert(CT) n/a - n/a 999 BCLL 0 0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 23 n/a n/a BCDL 5.0 Code FBC2017f rP12014 Matrix-R Weight: 115 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(Bat) except end verticals. WEBS 2x4 SP No.2(Bat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 4445.46-47: 2x4 SP No.3(Bat) OTHERS 2x4 SP No.3(Bat) REACTIONS. All bearings 26-7-4. lb) - Max Grav All reactions 250 Ib or less at joints) 44, 23, 43. 42, 41, 40, 39, 38, 37, 36. 35, 34, 33, 32, 31, 30, 28, 27, 26, 25. 24 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) The Fabrication Tolerance at joint 44 - 0%, joint 29 = 0%. joint 1 = 0%, joint 23 = 0%, joint 22 = Oeb, joint 8 = 0%, joint 43 = 0%, joint 2 = 0%, joint 42 - 0%, joint 3 = 0%, joint 41 = 0%, joint 4 - 0%, joint 40 - 0%, joint 5 - 0%, joint 39 - O%, joint 6 = 0%, joint 38 = 0%, joint 7 = 0%, joint 37 = 0%, joint 9 = 0%. joint 36 = Oeb, joint 10 = 0%. joint 35 = 0%, joint 11 = 0%, joint 34 = 0%. joint 12 = 0%, joint 33 = 0%, joint 13 = 0%, joint 32 = 0%, joint 14 = OOA. joint 31 = 0%, joint 15 = 0%, joint 30 = Oeb, joint 16 = 0%, joint 28 = 0%. joint 17 0%, joint 27 = 0%, joint 18 = 0%. joint 26 = 0%. joint 19 = 0%,.joint 25 = 0%, joint 20 = 0%, joint 24 = 0%. joint 21 = 0%. joint 45 = 0%, joint 46 = 0%, joint 47 = 0% 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been7) CAUTION, Do not erect truss backwards. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lae PE No. 31669 MITek USA, Inc. FL Cart 6631 904 Parke East Blvd. Temps FL 33610 Bate: April 6,2018 QWARNING - VarNy deargn parameters and READ NOTES ON TMS AND INCLUDED aaTEX REFERENCE PAGE AW-7473 rev. 1M02/2015 BEFORE USE. Design valid for use only with MlTekm connectors. This design Is based only upon parameters shown. and Is for an IndMdual building component, not a truss system. Before use, the building designer must verify the applltabuity, Of design parameters and properly Incorpanda this design Into the overall building design Bracing indicated Is to prevent buckling of individual truss web Omit Nord members only Additional temporary and permanent bracing M iTe k' Is always required for aabliny and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrketron, storage, delivery• erection and bracing of Trusses and truss systems, see ANSVTPIt Quality Criteda, 03049 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36810 Job Truss Truss Type Oty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711453 PS02572A F2 FLOOR 4 1 all Mid -Florida Lumber, Bartow, FL. 0-1-8 1111-0 S. 13u a Mar 11 2ula MI t eK Inaustnes, inc; Fn Apr 0 11:U4:44 AV IV rage 1 ID: McR0zDO4zlC4FHT507wPapy3nG8-XRykkkAG16APc71 eOVXVf_UK?r VPPWZN15K8YezTSfX 1I 3-10 1-3-10 a 1: 44.5 tx3 = tx3 II 3xB FP = 3x6 = 3x4 = 4x8 = 3x4 = tx3 II tx3 = 2 3 4 5 6 7 a 9 10 11 12 13 14 33 I 31 30 29 28 27 26 25 24 23 22 21 2019 18 17 16 15 3x5 = 1x3 II 3x4 = 4x5 = 30 = 3x8 FP = Ix3 II tx3 II 3x4 = 10- 8-2 15.4 15.112 4 26. 7.4 10- 8.2 1 10- 8-2 4 8-2 06 1Plate Offsets (X.Y)- 119.0-1-8.Edoel LOADING ( psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.14 26-27 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 082 Vert(CT) -0.19 26-27 >982 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.03 22 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight 141 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(0at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(Bat) except end verticals WEBS 2x4 SP No.3(flat) *Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1- 31,14-16, 2x4 SP No.2(flat) REACTIONS. ( lb/size) 31=736/0-3.8, 15=386/0-7-8, 22=1763/0-7-8 Max Uplift 15-15(LC 3) Max Grav 31=750(LC 10), 15=505(LC 4), 22-1763(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-31=-747/0, 14-15=-498/22, 1-2=-736/0, 2-3=1720/0, 34=2096/0, 4-5=-2096/0, 5- 7=1890/0, 7-8=-971/0, 8-9=0/689, 9-10=0/1156, 10-11=-882/492, 11-12=-882/492, 12- 13=-906/233, 13-14--436/39 BOT CHORD 29-30=0/1374, 28-29=0/2096, 27-28=0/2096, 26.27=0/2126, 25-26-0/1577, 24-25=0/1577, 23- 24=90/390, 22-23=-164610. 21-22=-1646/0. 19-21=-860/514, 18- 1 9=-492/882, 17- 18= 492/882, 16-17=-88/839 WEBS 9-22=-1697/0, 1-30=0/948, 7-26=0/440, 2-30=-887/0, 5.26=35810, 2-29=0/481, 5. 27--185/293, 3-29=-534/0, 7-24=-841/0, 8-24=0/840, 8-23=120410. 9-23=0/1275, 14- 16--53/593,9-21=0/869, 13-16=-561/68, 10-21=-915/0, 10-19=0/836, 12-17=0/381. 12- 18=-266/0, 11-19=-332/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated 3) The Fabrication Tolerance at joint 31 - 0%, joint 20 = 0%. joint 1 = 0%, joint 15 = 0%, joint 14 = 0%, joint 6 = 00A. joint 25 = Oab, joint This item has been 7 = 0%, joint 22 = 0%. joint 30 = 0%, joint 26 = 0%, joint 2 = 0%. joint 5.0%, joint 29 = 0%, joint 27 is 0%, joint 3 - 0%, joint 28 = electronically signed and 0%, joint 4 = 0%, joint 24 = 0%, joint 8 = 0%, joint 23 = 0%, joint 16 = 0%, joint 21 - 0%, joint 9 = 01/5, joint 13 = 0%, joint 10 = 0%, sealed by Lee, Julius, PE joint 17 = 0%, joint 19 = 0%, joint 12 = 0%, joint 18 = 0%, joint 11 -0%, joint 32 - 0%, joint 33 = 0%, joint 34 = 0% using a Digital Signature. 4) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 15 lb uplift at joint 15. Printed COpI@S Of this 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. document are not considered Strongbackstobeattachedtowallsattheirouterendsorrestrainedbyothermeans. 6) CAUTION, Do not erect truss backwards. signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34469 WTek USA, Inc. FL Cert 6634 004 Parke East Blvd. Temps FL 31410 Date: April 6,2018 AWARNING • VaNfy design peramefen and READ NOTES ON THIS AND INCLUDED AITEN REFERENCE PAGE MI.703 rev. I"WOfa BEFORE USE. Oeslgn valid for use only with MiTekS, connectors This design is based only upon parameters shown, and Is for an Individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall ding design Br cirlp Indiutad Is to prevent buckling of IndiNdwl truss aweb and/or chord memben Doty Additional temporary and permanent bract M iTe k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, dellvery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety IMormatlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY 1 T13711454IPS02572AF3FLOOR121 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 0-1-8 H 1:-I 36 = 2 6.13u s Mar r1 zu16 Molex industries. Inc. i-n Apr G 11.134:4b zU16 rage 1 ID:fp7oBZPik3KxsR2ingRe71 y3nGA-7dW6x4Bv30JGDHcgxD2kCB 1 UgFoE8zWX_13h44zTSIW V4 e = 1 44.7 4x4 = 1x3 II 14 = 34 FP = 1x3 II 3x5 = 114 = 3 4 5 a 7 S 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 4x5 = 3x5 = 3x5 = 1.3 11 36 = 3x8 MT20HS FP = 3x5 = 4x5 = 1.54 II 114 II LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deb Ud TCLL 400 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.72 24 >438 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.99 24 >319 240 BCLL 00 Rep Stress Incr YES WB 0.63 Horz(CT) 0.13 16 n/a n/6 BCDL 50 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD BOT CHORD 2x4 SP NO.1(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 16=964/0-7-8, 30=960/0.3-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-30=956/0, 15-16=959/0, 1-2=-1011/0, 2-3=-2618/0, 3-4=3824/0, 4-6=-4691/0, 6.7=4691/0, 7-8=5125/0. 8-9=5244/0, 9-1 0=-51 1810, 10-11=-4675/0, 11-12=4675/0. 12-13=-3798/0. 13.14=2583/0, 14-15=966/0 BOT CHORD 28-29=0/1913, 27-28=013306, 26-27=0/4325, 25.26=0/4996, 24-25=0/5244. 23-24=0/5244, 22-23=0/5244, 21-22=0/4985, 19-21=0/4304, 18-19=0/3276, 17-18=0/1873 WE8S 15-17=0/1313. 1-29=0/1307, 14-17=-126110, 2-29=1 255/0.14-18=0/988, 2-28=0/981, 13-18=-963/0, 3.28=956/0, 13-19=0/727, 3-27=0/721, 12-19=-704/0, 4-27=-697/0, 12-21=0/504, 4-26=0/497. 10-21=-421/0, 7-26=-415/0,10-22=-65/338, 7-25=691334, 9-22=-395/155, 8.25=390/160 33 I432 Y PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 140 Ib FT = 20%F, 11%E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 3x3 MT20 unless otherwise Indicated 4) The Fabrication Tolerance at joint 20 - 0%, joint 16 = 0%. joint 30 - 0%, joint 1 - 0%, joint 15 - 0%, joint 5 = 0%, joint 17 = 0%, joint 29 = 0%. joint 14 = 0%, joint 2 - OeA, joint 18 = 0%, joint 28 = 0%, joint 13 - 0%, joint 3 = 0%, joint 19 = 0%, joint 27 = 0%, joint 12 = 0%, joint 4 = 0%, joint 21 = 0%, joint 11 = 0%, joint 26 = 0%, joint 6 = 0%, joint 10 - 0%, joint 7 = 0%, joint 22 = 0%, joint 25 = 0%, joint 9 = 0%, joint 8 = 0%, joint 24 = 0%, joint 23 = 0%, joint 31 = 0%, joint 32 = 0%, joint 33 = 0% 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 11669 WTsk USA, Inc. FL Cart 6634 690/ Parke East Blvd. Tempe FL 33610 Date: April 6,2018 O WARNING - Vadly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011II.7473 rev. 140034015 BEFORE USE. Design valid for use only with Mfrakal contactors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall Watling design. Bracing Indicated Is to prevent budding of Individual truss web andlor chord members only Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS42 and SCSI Building Component 6904 Parke East BhA safety Information avallable from Truss Plate Institute, 218 N Lee Street, Suite 312, Mexandds, VA 22314. Tamps, FL 36610 Job Truss Truss Type aty Ply Perk Sq / 2572•PENSACOLA•A TRAY T13711455 PS02572A F4 FLOOR 1 1 b Ref ce (optional Mid-Florida Lumber, Bartow, FL. ts.t:fu s mar 11 zul a mi I ex mausmes, Inc rn Apr o Ii:uq:q t zu to rage i 10:McROzDO4zlC4FHT507wPapy3nGB-xOetMmC9b1Z..TeIC3e4CHc6pD3TmcppgR3YOBZZTSfu 0-1-8 H-1 ?A-21 Wee = 1:44 7 4x4 = 3x4 = 4x7 = 3x4 = tx3 = 14 = 1x3 11 10 MT20HS FP = 4x5 = 3x5 = US = 1x3 11 4x4 = tx3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 14 II 3x4 = US = 5x6 = 4x5 = US = 3x8 MT20HS FP = 4x4 = 4x5 = 1.5.3 I I US = 1 Sx3 SP = 1x3 II 3x4 = 8 -154 0, 1 9-0-0 2-9.0 1-3-0 4.9.10 Plate Offsets (X Y)- 17.0-3-0 Edael f13:0.1-8 Edael 116:0-1-8 Edael.119:0-1.8.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) UdeO Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Ven(LL) 0 21 23 988 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.29 23 728 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(CT) 0.02 17 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 145 lb FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) TOP CHORD BOT CHORO 2x4 SP No.20(flat) *Except* 17-22: 2x4 SP DSS(eat) BOT CHORD WEBS 2x4 SP No.3(8at)'Except* 1-32.16-17: 2x4 SP No.2(Bat) REACTIONS. (Ib/size) 32-37/0.3-8, 17-981/0-7-8, 27=2307/0.3.8 Max Uplift 32-276(LC 4) Max Grav 32=324(LC 3), 17=996(LC 4). 27=2307(LC 1) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-32-323/264, 16-17=967/0, 1-2=256/315, 2-3=338/1210, 3-4=338/1210, 4-5=0/1825, 5.7=0/3047, 7-8=0/1636, 8-9=-824/0, 9-10=2506/0, 10-11=3701/0. 11-12-3701/0, 12-13=-3228/0, 13-14=2663/0, 14-15=2663/0, 15-16--928/0 BOT CHORD 30-31=677/450, 29-30=-1210/338, 28-29=1210/338, 27-28=-2335/0, 26-27=3047/0. 25-26=354/0, 24-25=011796. 23.24=0/3187, 21-23=0/3610, 20-21=0/2663, 19-20=012663, 18-19=011865 WEBS 7-27=-146710, 1-31=410/325. 5-27=-1195/0, 2-31-271/503, 5-28=0/941, 2-30=805/0, 4-28=1065/0, 3-30=0/297, 4-29=0/331, 7-26=0/1878, 8-26=-1782/0, 8-25=0/1411, 9.25=-1372/0. 9-24=011009, 10-24=967/0, 10.23=0/694, 16-18=0/1262. 15.18=-130310, 15- 19=0/1118,14-19=338/0,13.20=468/0,12-21=-574/0,13-21=0/818 Structural wood sheathing directly applied or 6-0-0 oc punins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 32 = 0%, joint 22 = 0%, joint 1 = 0%, joint 17 - 0%, joint 16 = 0%, joint 6 - 0%, joint 27 = 0%, joint 31 = 0%. joint 5 - 0%, joint 2 = 0%, joint 28 - 0%, joint 30 = 0%, joint 4 - 0%, joint 3 = 0%, joint 29 = 0%, joint 26 = 0%, joint 7 = 0%, joint 8 = 0%, joint 25 = 0%. joint 9 = 0%, joint 24 = 0%, joint 10 - 0%, joint 18 = 0%. joint 15 = 0%, joint 19 = 0%, joint 14 - 0%, joint 11 - 0%, joint 23 = 0%, joint 20 - 0%, joint 13 = 0%. joint 12 = 0%, joint 21 = 0%, joint 33 = 0%. joint 34 - 0%, joint 35 = 0%, joint 22 0% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 32 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 440 lb down at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Q wAommo • Verify deals. paramafera and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE 4110/I.7473 m. 1400312015 BEFORE USE. Design vend for use only with Mrrakm connectors This design Is based only upon parameters shown, and Is let an Individual building component, not a truss system. Before use, the building designer must verily the applirablitly, of design parameters and property Incorporate this design Into Ina overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or Mod/ 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 braUng of trusses and truss systems. see ANSVTPI11 Quality Clitoris, DSO-82 and SCSI Building Component Safety Information available from Tens Plate Institute, 216 N. Lea Street, Suite 312. Mexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 MITek USA, Inc. FL Cert 6634 004 Parks East Blvd. Tampa FL 33610 Date: April 6,2018 MiTek' 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty, Ply Park Sit / 2572-PENSACOLA-A TRAY T13711455 PS02572A F4 FLOOR 1 1 ReferenceJobtoa Mid-Flonda Lumber, Banow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11.04,47 2018 Page 2 ID McROzDO4zlC4FHT5D7wPepy3nGB-xOelMmCgb12 TeIC3e4CHc6pD3TmcppgR3Yo8zzTSfU LOAD CASE(S) Standard 1) Dead f Floor Live (balanced): Lumber Increase=l 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 17-32=10, 1-16=-100 Concentrated Loads (lb) Vera: 23=440(F) Q wARNINO - Verify dasign parameters and READ NOTES ON 170E AND INCLUDED AOTEK REFERENCE PAGE MO.7473 rw. t"34O1S BEFORE USE. Design valid for use only with MITak* connectors. This design Is based only upon parameters shown, end is for an Indlleual budding component, not a truss system Before use, the building designer must verity the applicability of design paramaters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Indlviduat truss wale and/or client members only Adddlonal temporary and permanent bracing Welk' always required for stability and to prevent collapse whh possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, OS1349 and SCSI Building Component 69011 Parke East Blvd. Sddy Intonnadon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36810 Job Truss Truss Type Oly Ply Park Sq / 2572-PENSACOLA-A TRAY I T13711456IPS02572AF5FLOOR11 job Referenceotae Mid -Florida Lumber, Banow, FL 1-3-0 1 34 = t1.1:311 s Mar 11 LUlt1 MI1 eK lncuatries, Inc. r-ri Apr o 11.Uq qr Lule rage 1 10 J7ZBOvOKVMSnUbdUKYytfEy3nG9-xOetMmC9b12 TeIC3e4CHc6xZ3eNe FgR3YoOzzTS1U 16.4 0" 34 2 314 II 43x3 = 3x3 = 5 AIR I - i1 10 91x3 II a 34 = 734 = 3.3 11 LOADING (psf) SPACING- 1-4-0 CSI. OEFL. in loc) Uden IJd TCLL 400 Plate Grip DOL 100 TC 0.30 Vert(LL) 0.03 7-8 999 360 TCDL 10 0 Lumber DOL 1.00 BC 0.29 Vert(CT) 0.04 7-8 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 11 =30 1 /Mechanical, 6=30110.7-8 FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-296/0, 5.6=299/0, 1-2=256/0, 2-3=497/0, 3.4=-497/0 BOT CHORD 9-10=0/497, 8-9=0/497, 7-8=0/469 WEBS 5-7=0/340, 1-10=0/340, 4-7=-304/0, 2-10=328/0 NOTES- 1) Unbalanced floor live loads have been considered for this design W PLATES GRIP MT20 244/190 Scale - 1:15.7 13 bit = Q 116 = 12 Weight: 46 lb FT = 2096F, 11%E Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 2) The Fabrication Tolerance at joint 11 = 0%, joint 6 = 0%, joint 5 = 0%. joint 7 = 0%. joint 10 = 0%, joint 1 - 0%, joint 4 - 0%, joint 2 = 0%, joint 8 = 0%. joint 9 = 0%. joint 3 = 0%. joint 12 = 0%, joint 13 = 0% 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. M$69 MiTek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Temps FL 33810 oats: April 6,2018 QWARNING - Varfry design parameters end READ NOTES ON TNIS AND INCLUDED NITEN REFERENCE PAGE Nit-7473 rev. 1ON312015 BEFORE USE. Desgn valid for use only with MITek® connectors. This design Is bused only upon parameters shown, and Is for an Individual Wading component, not a (m$s system Before use. the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall W Ilding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MOWIssways (squired 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, sea ANSuTP11 Quality Cdt*da, OSS42 and SCSI Building Component 6904 Parke East Bled Safety Information available from Tens Plate Inslltule, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711457 PS02572A F6 FLOOR 1 1 all Mid-FlOnda Lumber, tlanow, I-L. I1-3-0—i 4x4 = 1i4 II 30 = 130 = 2 3 4 a.1.w s mar ii euia ml I ex mausmes. Inc. rn Apr o 1 t.uv:aa zuib rape 1 ID.nl372cFRyFgae6lCguFT6CSy3nG8-PCCF26DnMLhr4kKPdLbRpg1 8Ts5LLXzgjlMhPzTSfT 0*8 Scale - 127 4 3x5 = 3x4= 14= 34 = 3x3 = 1x3 If 3x5 = lx3 = 5 6 7 8 9 10 me EII _ ,I I Ill ee / I Y Y a6/-i-Y aaaar-Y-•aaa ai Y-• Q3 IFMA 0 r 3x3 II 4x4 = 40 = tx3 II 3x4 = 3x9 = 3x4 = 30 = 4x4 = tx3 II tx3 II 23 22 LOADING (pso SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Ven(LL) -0.21 17-18 >911 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.77 Vert(CT) -029 17-18 >665 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.04 11 n/a n/a BCDL 5.0 Code FSC2017/TPI2014 Matrix-S Weight 93 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc punins, BOT CHORD 2x4 SP DSS(flat) except end verticals. WEBS 2x4 SP No.3(nat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 21=819/0-3-8, 11=80710.7-8 FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-21=782/0, 10.11-787/0, 1-2=-797/0, 2-3=-2427/0, 3-4=2427/0, 4-5=3057/0, 5. 6=3473/0, 6.7=-2781/0, 7-8=-223410. 8-9=2234/0, 9-10=-773/0 BOT CHORD 19.20=0/1615, 18-19=0/2427, 17-18=0/2427, 16-17=0/3462, 15-16=0/3183, 14-15=0/2234, 13. 14=0/2234,12-13=0/1545 WEBS 1-20=0/1081, 5-17=57810, 2-20=-1137/0. 4-17=0/908, 2-19=0/1144. 3-19=-384/0, 4.18=482/ 0, 10.12=0/1051, 9-12=1073/0, 9-13=0/967, 8-13=-270/0, 7-14=-427/0, 6.16=0/ 420, 6-15=-595/0, 7-15=0/785 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) The Fabrication Tolerance at joint 21 = 0%. joint 11 = 0%, joint 10 - 0%, joint 5 = 0%, joint 20 = 0%, joint 1 = 0%, joint 17 = 0%. joint 2 = 0%, joint 4 = 0%, joint 19 - 0%, joint 3 = 0%, joint 18 - 09A, joint 12 = 0%, joint 9 = 0%, joint 13 = 0%, joint 8 = 0%, joint 14 = 0%, joint 7 = 0%. joint 16 = 0%, joint 6 = 0%, joint 15 = 0%. joint 22 = 0%, joint 23 - 0% 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to wells at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 440 lb down at 7-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert. 11-21=- 7, 1-10=67 Concentrated Loads (lb) Vert: 16=440( F) QWARNINO - Verify design parameters and READ NOTES ON THIS AND INCLUDED aOrEK REFERENCE PAGE M/1.1471 rev. 1003/2015 BEFORE USE. Oeslgn 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 varxy the applicability of design parameters and properly Incorporate this design Into the overall buitding design Bracing Indicted Is to prevent bucMlng 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, delMry, erection and bracing of (fusses and true$ systems, "a ANSUIPIt Dually Cohorts. OSS42 and SCSI Building Component safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 WTek USA, Inc. FL Cert 66U 904 Parke Eeat Blvd, Tamps FL 33410 Date-. April 6, 2018 MiTek' 6904 Parke East alit Tampa. FL 36610 Job Truss Truss Type Dry Ply Park Sci / 2572-PENSACOLA-A TRAY T13711458 PS02572A F7 FLOOR 2 1 Job Reference (optional) Mid-FlOnda Lumber, oanow, FL. 11- i 1-041 is 1 Ju s mar n zu1 a mt i ex mousmes, Inc rn vpr o 1 i:uq.aa zu to r-age i ID:n87ZcFRyfgae6lCguFT6CSy3nG8-tOmdnSEP7epiiuvbA36gM 1 B8Es9_4rU7vN 1 vDrzTSfS 1-812 0}.18 Scale = 1.27.2 ba = tx3 II 3x8 = Ix3 II 3x4 = 1x3 = 13)6 2 3 4 5 6 7 8 9 10 1A 17 1A 1s 1e is 12 tt IX3 II 30 = 7.10.6 8.7.4 Plate Offsets (X.Y)- f12.0-1-8.Eddel LOADING (psf) SPACING- 1-4-0 CSI. OEFL. in (loc) VdeB Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) 0.23 13-14 829 360 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) 0.32 13-14 607 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.03 10 n/a n/a BCDL 5.0 Code FBC2017f rP12014 Matrix-S PLATES GRIP MT20 244/190 22 21 Weight: 89 Ito FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP NoA(0at) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14,12-13. REACTIONS. (lb/size) 20=593/0.3.8, 10=59310-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-20=-572/0, 9.10=561/0, 1-2=-563/0, 2-3=-1585/0, 3-4=1585/0, 4-5--1879/0, 5.6=-1931/0, 6-7=-1638/0, 7-8=1638/0, 8-9=-525/0 BOT CHORD 18-19=0/1117,17-18-0/1585,16-17=0/1585,15.16=0/2030,14-15=0/2030,13-14=D/1638,12-13=0/1638, 11-12=0/1098 WEBS 1-19=0/750, 2-19=770/0, 4-16=0/451, 2-18=0/677, 4-17=-266/0, 9-11=0/713, 8-11=-798/0, 6-14=0/458, 8-12=0/781, 6-13=-288/0. 7-12 -300/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 20 - 0%, joint 10 = 0%, joint 9 = 0%. joint 15 = 0%, joint 5 = 0%, joint 19 = 0%, joint 1 = 0%, joint 16 - OOA, joint 2 = 0%, joint 4 = OOA, joint 18 = 0%, joint 3 - 0%, joint 17 = 0%, joint 11 = 0%, joint 14 - 0%, joint 8 = 0%, joint 6 = 0%, joint 12 = 0%, joint 13 = 0%, joint 7 - 0%, joint 21 = 0%, joint 22 = 0% 4) Recommend 2x6 strongbacks, on edge, spaced at IG-0.0 oc and fastened to each truss with 3.1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. $4669 NOTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tamps FL 33610 Date: April 6,2018 WARNING - V d1y design par$menra and READ NOTES ON THIS AND INCLUDED A9TEK REFERENCE PAGE 41/1.7473 rev. 101031015 BEFORE USE. Design valid W 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 designs/ must vadly, the applicability of design parameters and property incorporate this design Into the overall buOding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord member$ only. Additional temporary and permanent bracing M iTek' Is always required for siablidy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrketlon, storage, delMry, erection and bracing of trusses and truss systems, sea ANSVrPI1 Quality Clitoris, OSS419 and SCSI Building Component 6904 Parke East BON Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Park Sq / 2572-PENSACOLA-A TRAY JPly T13711459 PS02572A F8 FLOOR 5 1 ReferenceJob (optional) Mid -Florida Lumber, Bartow, FL. n.i:w s mar I zute Mf I eK industries. Inc. rn Apr C 11:04 bat zuid rage I ID:FOhxpaSaO IYvntSy_LIry3nG7-LbJT of luyxZK2UnkmewFkGtGWApGAG81nS11zTSIR 113-0—i a --, 0-he Scale = 133.5 3x6 = 1 Ix3 11 3x6 FP = 3 4 5 6 7 8 9 10 3x5 = 34 FP = 114 II 3x5 = tx3 II 25 O 24 ¢' 20.2-4 20.2r1 Plate Offsets (X.YI- 111,0-1-8.Edael LOADING (psf) SPACING- 1-4-0 CSI. OEFL. in (loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 042 Ven(LL) -0.26 16-17 >907 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.36 16-17 >661 240 BCLL 0.0 Rep Stress Incr YES WB 047 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code F13C2017frP12014 Matrix-S Weight: 106 lb FT - 204AF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flet) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 2-2-0 oc bracing: 16.17. REACTIONS. (lb/size) 23=729/03-8, 12=729/0.7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-724/0, 11-12=-724/0, 1-2=-743/0, 2-3--1868/0, 3-4=-2583/0, 4-5=-2981/0, 5-6=2981/0, 6-7=2931/0, 7-9=-2577/0, 9-1 0=- 1843/0. 10-11=-712/0 BOT CHORD 21-22=0/1405, 19-21=0/2311, 18-19=0/2847, 17-18=0/2981, 16-17-0/2981, 15-16=0/2849, 14-15=0/2290,13.14=0/1377 WEBS 11-13-0/968, 1-22=0/989, 10-13=-925/0, 2-22=921/0, 10-14=0/648, 2-21-0/644, 9-14=-622/0, 3-21=-616/0, 9-15=0/399, 319=0/379, 7-15=-378/0, 4-19=366/0, 4-18-88/361 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise Indicated. 3) The Fabrication Tolerance at joint 23 - 0%, joint 20 = 0%, joint 12 = 0%, joint 11 = 0%, joint 8 = 0%. joint 13 = 00%, joint 22 = 0%. joint 1 = 0%, joint 10 = 0%. joint 2 = 0%, joint 14 = 0%. joint 21 = 0%, joint 9 = 0%, joint 3 = 0%, joint 15 = OOA, joint 19 = 0%, joint 7 = 0%, joint 4 - Deb, joint 16 = 0%, joint 18 = 0%, joint 6 = 0%, joint 5 = 0%. joint 17 = 0%, joint 24 = 0%. joint 25 = 0% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. Q WARNING - Verify "an parameters and READ NOTES ON INS AND INCLUDED A&rEK REFERENCE PAGE 01.7473 ,ay. 1003/3015 BEFORE USE. Design valid for use only with MRek® contactors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the bidding designer must vanity the applicability of design parameters and properly Incorporate this design Into the overall budding design Bracing indicated Is to prevent buckling of Individual truss web and/or Cnora membare 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 ANSVIPII Quality Criteria, OS1342 and SCSI Building Component Safety Information available from Truss Plate InalltNe, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juuue Lee PE No. 31869 MiTek USA, Inc. FL Cert 8631 8904 Parka East Blvd. Tamps FL 33810 Date: April 6,2018 M!Tek' 6904 Parke EON Blvd. Tamps, FL 36610 Job Truss Truss Type Oty Park Sq / 2572-PENSACOLA-PLTRAYly T13711460 PS02572A F9 FLOOR 2 1 ob Refere ce I all Mid -Florida Lumber, Bartow, FL. I[ 0-1-8 1—i 1 1.3-0 1 a.13U S Mar 11 zol a MI I ek Industries, Inc Fn Apr b I I:U4:aU LUIa rape 1 ID:FOhxpaSaO_iVlvntSy_Lly3nG7-LbJ? oFluyxZK2UnkmewfkSwGhOpMgG81nSllzTSIR 0-r1-8 1 2 3 4 Scale = t • 12 5 12 tx3 = LOADING (par) SPACING- 1.4-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -001 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(CT) -0.01 8-9 >999 240 BCLL 0.0 Rep Stress Incr YES WS 0.11 Horz(CT) 0.00 5 n/a n/a BCOL 5.0 Code FBC2017/TPI2014 Matrix-S Weight 39 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end venicals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( lb/size) 10=233/0.3.8, 5=233/0.3-8 FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/0 BOT CHORD 8-9=0/337, 7-8=0/337, 6-7=0/337 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 10 = 0%. joint 5 = 0%, joint 1 = 0%, joint 4 = 0%, joint 6 = 0%. joint 9 = 0%, joint 3 = 0%, joint 2 = 0%. joint 8 = 0%, joint 7 = 0%, joint 11 = 0%, joint 12 - 0% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. JuBue Lee PE No. $4669 Wak USA, Inc. FL Cert 66U 904 Parke East Blvd. Tampa FL 31910 Date: April 6,2018 AWARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED WrEK REFERENCE PAGE An1.1472 rev. 10,11/2015 BEFORE USE. Design valid for use only with MITalt®wtnectors This design Is based only upon parameters shown, and Is for an IndWusl building component, not s truss system Before use, the building designer must verify Ina applicobt:ty, of design parameters and properly Ineorpwi to this design Into the overall ding design Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only Add:lonal temporary and permanent bracing M ITek' IsahvaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamageForgeneralguidanceregardingthefabrication, storage, deltmry, erecilen and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSS49 and BCSI Building Component 69W Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq / 2572-PENSACOLA-A TRAY T13711461 PS02572A Flo FLOOR 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Mar 11 2018 Mrrek Industries, Inc. Fri Apr 6 11 04.43 2018 Page 1 IO:FOhxpaSaO_iVjvntSy_Lly3nG7-3FOMW09eXo2Y zSRgo?G6nwGvSJ3gAgEXRab?CzTSIY 0.1-8 H i 1-3-0 0-8-0- I 00 Scala - 1.11.2 1 2 3lx3 II 4 5 12 LOADING (pSO SPACING- 14-0 CSI. DEFL. in loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 028 Ven(LL) 0:01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Ven(CT) 0.02 7-8 999 240 BCLL 00 Rep Stress Incr YES WB 0.14 Horz(CT) 000 6 Na n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No 3(flat) BOT CHORD REACTIONS. (lb/size) 11=268/03.8, 6=268/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11--265/0. 5-6=-264/0, 2-3=-415/0, 3-4=-415/0 BOT CHORD 9-10=0/415, 8-9=0/415, 7-8.01413 WEBS 5-7=0/287, 1-10=0/285, 4-7=262/0, 2-10=260/0 13 tx3 = I PLATES GRIP MT20 244/190 Weight: 44 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc punins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) The Fabrication Tolerance at joint 11 = 0e/6, joint 6 = 096, joint 1 = 0%, joint 5 = 0%, joint 7 = 0%, joint 10 = 0%. joint 4 = 0%, joint 2 = 0%, joint 8 = 0%, joint 9 = Oe/6, joint 3 = 0%, joint 12 = Oa/6, joint 13 = 0% 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0 131" X Y') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34969 111117sk USA, Inc. FL Cert 9634 6904 Parks East Blvd. Tampa FL 33410 Data. April 6,2018 AWARNINO - Vr/fy design paramaters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE Mll-7473rev. 1003/200 BEFORE USE. Design valid for use only with MI Tekle connactas. This design Is based only upon parameters shown, and Is for an kWMdual building Component, not a truss system Before use, the building designer must vedfy the applicability of design parameters and property Incorporate this design Into the overall buik9rtg design. Bracing Indicated Is to prevent buciding of IndMdual truss web and/or Chord members only Additlonal lempaary and permanent bracing M iTek' Isalways (squired for stability and to prevent Collapse with possible personal Injury and properly damage For general guidance regarding the fabrication, storage, delivery, region and bracing of trusses and truss systems, see ANSVrPIt Quality Criteria, 03849 and SCSI Building Component 6904 Parke East BM. Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312, Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572•PENSACOLA-A TRAY T13711462 PS02572A G1 MONO HIP 1 Job Reference (optional) Mld-Flodda Lumber, Barlow, FL. 8.130 s Mar 112018 MITek Industries, Inc. Fri Apr 6 11.04 52 2018 Page 1 ID:jaFJlwSCnHrML2L30gVaHty3nG6-IzRmPTG1OZBHZLeAsBgNLgpeU4AVH31ZbLGZgAzTS1P 3( 8 4-0 9 5 2 12 4-7 15 3 13 i 21-0 12 21 28 &4 27.6 4( 3.2.14 3.1.2 3.1-2 2.11-6 2.116 2.116 2.9-10 266 3-1-0 1-0-0 Scale: 1/4'.V 1.5x4 II 9 600112 4x4 = 4PS = 1 5x4 II 4x8 = 4x8 = 5x5 = 4x4 = 10 1 2 3 24 4 5 25 6 k348726 eA qq TI L—i12 11 27 IYa 21 20 19 18 17 16 15 14 13 28 20 11 40 = axe = 7x8 = 4x4 = 4x4 = 40 = 3x4 11 4x8 = 3x4 = 11-74 3 2 14 2 96 a 2 3 1 2 2 116 2 116 2 116 2-e-to 266 3 1-0 Plate offsets (C.Y)- 14:0.3.8.0-2-01, r6:0.2-8.0-3-01,118.0-4-0.0-4-81 LOADING (psf) SPACING- 2-0.0 CSI. OEFL. In loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 100 TC 0.93 Vert(LL) -0.28 15-16 >875 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 1.00 Vert(CT) -058 15-16 >418 180 BCLL 00 Rep Stress Incr NO WB 0.96 Horz(CT) -0.06 19 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 303 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins, 1- 6: 2x4 SP OSS except end verticals. BOT CHORD 2x6 SP No 2 'Except' BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. 11- 18: 2x6 SP NoAD WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 21=-604/0-7-8, 19=6015/0-7-a, ll=1876/0-7-8 Max Horz 11=40(LC 8) Max Uplift 21--662(LC 14). 19=-816(LC 4), 11=296(LC 8) Max Grav 21=92(LC 5), 19=6662(LC 14). 11=2023(LC 14) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-87/723, 1-2=46313759, 2-3=1067/8853, 3-4=-1067/8853, 5-6=-6678/794, 6- 7=-10344/1243, 7-8-11348/1383, 9-10=260/45, 10.11=4258/544 80T CHORD 19-20=3759/463, 18-19=-437173, 17-18=-794/6678, 16-17-1239/10295, 15- 16=1383111348. 14-15=1211/9732, 13-14=-113319047, 11-13=-47513766 WEBS 4-18--202/1855, 5- 18-7223/871, 5-17=454/1399, 6.17=3823/487, 6.16=-21/323, 7-16=-1056/148,7-15=- 660/107,8-15=-210/1699,10.13=285/2478,2-20 61/676, 3-19=-1352/203, 1-20=- 3906/478, 2-19=53311651. 4-19=8809/1054, 8-13=-5686/716, 8-10=-3668/491 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows. 20 - 1 row at 0.7-0 oc. Bottom chords connected as follows, 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10, Vult= 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; 13COL=3.Opsf, h=15ft; 8=45R; L=24ft; eave=4ft: Cat. 11, Exp B; Encl.. GCpi=0. 18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live bads. 7) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 662 lb uplift at joint 21, 816 lb uplift at joint 19 and 296 lb uplift at joint 11. 9) Girder carries tie-in span( s), 7-0-0 from 0-0-0 to 21-0-12 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Les PE No. 34669 Mtiek USA, Inc. FL Cert 6634 4904 Parke East Slid. Tampa FL 33610 Date: April 6,2018 llualu WARNING • Verity design parameters and READ NOTES ON INS AND INCLUDED ABTEK REFERENCE PAGE 8111-7473 rev. 1003420t8 BEFORE USE. Design valid for use only with MRek® Connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Bator* 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 M iTe k' Is always required for stability andtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery. erection and bracing of trusses and trust systems, see ANSVrPl1 Quality CAteds, OSB29 and SCSI Building component SON parka East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Sidle 312, Alexandria, VA 22314 Tampa, FL 38610 Job Truss Truss Type Oy Ply Park Sq / 2572-PENSACOLA-A TRAY T13711462 PS02572A G1 MONO HIP 1 Job Reference (optional Mid-Florida Lumber, Barlow. FL. LOAD CASE(S) Standard 1) Deed +• Roof Live (balanced): Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plo Vert. 1-8=286(F=211), 9.27=-60, 11-27=-20, 11-12=-60, 11-21=-20 Concentrated Loads (lb) Vert, 8=-341 8.130 s Mar 11 2018 MfTek Industries, Inc Fri Apr 6 11.04.52 2018 Pape 2 ID•jaFJlwSCnHrML2L3OgVeHty3nG6-IzRmPTG1OZBHZLeAsOgN_gpeU4AVH312bLGZgAzTSIP Q wARN/NO - Var/ly design perimeters and READ NOTES ON 710S AND INCLUDED MITEK REFERENCE PAGE 11411•7471 rev. 11110=015 BEFORE USE. Design valid for use only wdh MlTelaB connectors. This design Is based only upon parameters shown, and Is for an individual building component, not • a truss "am. Before use, the building designer must verity the applkabli ty of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent Duelling of Individual truss web and/or chord members only. Adddlonal temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regaratiq the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVrPll Duality Criteria, OSS49 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Temps, FL 38610 Job Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY JTruss I T13711463 PS02572A G2 MONO HIP 1 1 Job Reference o I Mid -Florida Lumber, Bartow, FL. ID 2-11-2 2-11.2 2.11.2 8 130 s Mar 11 2018 MiTek Industries, Inc Fri Apr 6 11:04 53 2018 2.9.6 26.8 1.5x4 II 7 3.1-0 1-" Scale - 137.0 3x4 II 6xS = 08 = Sxe MT20HS = 04 = 3x4 11 7xS = 30 = i 3-0-14 6-0-1 i 1.11.3 ( 11.106 14.7.12 17-24 20-34 3d.td 9_t l_9 9.110 9.t 1.9 2pR 9RR 3.111 Plate Offsets (x.Y)- 12.0-2-8.0-3-01.111:0-3.0.0-4-41.114:0.4-0.0.5.41 LOADING (psf) SPACING- 2.0-0 cSl. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.39 13-14 >621 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) 0.74 13-14 >324 180 MT20HS 187/143 SCLL 00 Rep Stress Incr NO W8 078 Horz(CT) 0 06 17 n/a n/a BCOL 10.0 Code FBC2017n-PI2014 Matrix -MS Weight: 116 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except* 1.16,2-15,3.14,5-14,6-13 2x4 SP No.2 REACTIONS. (lb/size) 17=1010/0-7-6, 9=1119/0-7-8 Max Horz 9--40(LC 8) Max Uplift 17=-69(LC 4), 9=-153(LC 8) Max Grav 17-1174(LC 2), 9=1202(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1020/69, 1-2=2823/164, 2-3=-4861/284, 3.4=5594/345, 4-5=5594/345, 5-6=5839/402, 8-9=23791219 BOT CHORD 15.16=176/2963, 14-15=-284/4861, 13-14=-402/5839. 12-13=-409/5097, 11-12=-393/4781,9.11=-184/2086 WEBS 1-16=-159/2760, 2-16=931/77, 2-15=122/2008, 3-15=514/52, 3.14==73/803, 4-14=-255/29, 5.14=342/81, 6-13=-3/932, 6-8=2041/209, 6-11=2902/225, 8-11=-83/1309 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; BCOL=3.Opsf; h=15ft; 8=45ft, L=24ft; eave=4ft; Cat II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 17 = 0%, joint 1 = 0%, joint 2 = 0%, joint 12 = 014, joint 7 = 0%, joint 9 - Oek, joint 16 = 0%, joint 15 0%, joint 3 = 0%, joint 14 - 0%, joint 4 - 0%, joint 5 - 0%, joint 13 = 0%, joint 6 = 0%, joint 8 = 0%, joint 11 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 17 and 153 lb uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-6=75, 7-23=-60, 9-23-20, 9-10-60, 9-17=-20 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lot PE No, U869 MITak USA, Inc. FL Cart 0034 004 Parka East Blvd. Tamps FL 33410 Daft: April 6,2018 AWARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED ADTEK REFERENCE PAGE M/1.7473 rev. 10183,7015 BEFORE USE. Design valid for use only with MIT06 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 *versa 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 Coliapse with possible personal Injury and property damage For general guidance regarding the febricolon, storage, delivery, erection end bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSBJ9 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Nexandda. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711463 PS02572A G2 MONO HIP 1 1 job Reference(optional) Mid -Florida Lumber, Bartow. FL. 8.130 a Mar 112018 MTek Industries. Inc Fri Apr 6 1104 53 2018 Pape 2 10:jaFJ 1wSCnHrML2L30pVeHty3nG6-mA98cpHwBtJSBVDMPuBc1MMo3UalOY6ig906MdzTS(O LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6--248 AwARNINO - Verily design persmaters and READ NOTES ON rfaS AND INCLUDED MIIEI( REFERENCE PAGE A01.7473 ray. 101014015 BEFORE USE. 0"fin valid for use only with MRakm connectors This design IS baled only upon parameters shown, and Is for an Individual building component, not truss system. Before use, Ihs building designer must verify the applkablbry of design parameters and property, Incorporate this design Into the Ovetah buftng design Bracing Indicated Is to prevent buckling of individual was web anNOr chord membersonly Additional temporary and permanent bracing MiTek' IsalwaysrequiredforstabllayandtopreventCollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery, erection and bracing of trusses and truss systems, sae ANSIrrPIl Quality criteria, 05849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 210 N Lee Street, Suhe 312. Alekandrle. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Perk Sq / 2572-PENSACOLA•A TRAY T13711464 PS02572A G3 FLOOR 1 b Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04:53 2018 Page 1 1 D:BmphEGTrYbzOzCwFZN 1 pg4y3nG5•mA78epHwBtJ8BVDMPuBc1MMs9UcsOa7ig706MdzTSfO 1-11-9 3-9-0 5.7.4 7-10.7 10-1-10 124-13 14$-0 16-5.14 18-3-11 20.3r1 1.11.9 1.9.13 1.9.14 2-3.3 2.3-3 2-3.3 2.3.3 1-9-14 1-9.13 1.11.9 Scale - 1.34.3 3x4 = 3x4 = 30 = 30 = 3x4 = 1 5x4 II 3x4 = 5x5 = 04 = 3x8 = 3x8 = 1 2 3 4 5 6 7 a 9 10 11 2.4 II 3x4 = 30 = 7x6 = 3x4 = 3x8 = 3x4 = 4x4 = 3xa = 3x10 = 3x4 11 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 10124-3 301.11-8 2t7 2 2-3 3 1-8-14 1.9.13 1.11-9 LOADING ( pso SPACING- 1-0.0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0 39 16-17 607 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.60 Vert(CT) 0 54 16-17 442 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 12 n/a n/a BCDL so Code FBC2017lrP12014 Matrix -MS Weight: 228 lb FT - 200/6 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 'Except' 12- 19: 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 1- 21,11-13.2-20,3-19.10-14,9-15. 2x4 SP No.2 REACTIONS. ( lb/size) 22-1132/0.3-8, 12=2755/Mechanical BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1035/0, 1-2=1927/0, 2-3=3666/0, 3.4=-5214/0, 4-5=6948/0, 5.6=-8102/0, 6- 7=8102/0, 7-8-9542/0, 8-9=-9925/0, 9.10=-7802/0, 10-11G4353/0, 11-12=247710 BOTCHORD 20-21-0/1927. 19-20=0/3666, 18-19=0/5337, 17-18=0/6948, 16-17=0/9542, 15- 16-0/10138,14-15=0/7802,13-14=0/4353,12-13=0/281 WEBS 1-21=0/2059, 4-19=-823/0, 4-18=0/1749, 8-15-1415/0, 11-13=0/4604, 2-21=-995/0, 3- 20=-944/0, 2-20=0/1966, 3-19=0/1782, 10-13=-2323/0, 9.14=-1733/0, 10-14-0/3899, 9- 15=0/2398, 5-18=-608/0, 5-17=0/1253, 7-16=0/486,8-16 654/0,7-17=-1564/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-2-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated 3) Refer to girder(s) for truss to truss connections 4) Girder carries tie-in span(s): 7-0-0 from 14-5-8 to 20-0-12 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1368 lb down at 14-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pIQ Vert: 1-8=-50, 8-11--303(F=-253), 12-22=5 Concentrated Loads (lb) Vert: 8--1368(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 MITelt USA, Inc. FL Cert 66S4 8904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 QWARNING • Varlly "fin parameters end READ NOTES ON IRIS AND INCLUDED MIrEN REFERENCE PAGE Mrl-7473 rw. 1"14015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based Only upon parameters shown, and Is for an Individual building componem, 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 andiar chord members only Additional temporary and permanent bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInIuryandpropertydamageForgeneralguidanceregardingthefsbrication, storage, delMry, eradbn and bracing of trusses end truss systems, Na ANSI/TPI1 Quality Criteria, OS849 and BCSI Building Component 69N Parke East Blvd safety infortneaon aysllabla from Truss Plats Institute. 218 N. lea Street. Suite 31Z AlexandM. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq / 2572-PENSACOLA-A_TRAY T13711485IPS02572AGSFLOOR11 b Reference (o ationall Mid-Flodda Lumber. Bartow, FL. 15 1Ju s mar r1 zuT d No I ea mausmes. Inc. rn Apr to11:u4:34 zule rage I IO:BmphEGTrYbzOzCwFZN 1 pg4y3nG5-EMZWg91YyBR7ofoZzdr3Sv6gt5llBWs2ggu3zTS(N 3-5-0 3-5-0 40 = 2 2x4 II Stale = 1.9.4 2x4 II 40 = 3-5-0 LOADING (psf) SPACING- 2-041 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 043 Veft(LL) 0.00 4 "" 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Ven(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a Na BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=440/0-3-8.3=440/0.7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-424/0, 2-3=-424/0 NOTES- 1) Girder carries tie-in span(s): 8-64 from 0-0-0 to 3-5-0 2) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase-1 00, Plate Increase-1 00 Uniform Loads (plf) Vert: 3.4=10, 1-2=271(F=-171) 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. Julies Lee PE No. U$66 MITek USA, Ine. FL Cad 66U 690/ Parke East Blvd. Tamps FL U610 Date. April 6,2018 Q wARNING - V defy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE aUHT4?3 rev, 1".W016 BEFORE USE. Design valid for use only with WOW connectors This design Is based only upon parameters shown, and Is for an IndMdual building Component, not a truss system. Before use, the building designer must verty the applicability of design parameters and property Incorporate this design Into the overall budding design. Bracing Indicated is to prevent budding of Individual truss web and/or CAM members only. Additional temporary and permanent bracing iw iTe k' Is always required for stability and to prevent collapse won possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, OS1349 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexarldds. VA 22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711466 PS02572A H1 HIP 1 1 job Reference (optional) Mid-Flodda Lumber, Banow, FL. 8.130 s Mar 1112018 MTek Industries. Inc. Fn Apr 6 11.04:55 2018 Page 1 I D.BmphEGTrYbzDzCwFZN 1 pg4y3nGS-tY7u 1 MAjUZsOpNIXJ D4cI R9HHFwtJb77HJV DRVzTSfm 1-0-0 7-0-0 10-6.2 14-04 _ _21-0.4 1-0-0( 7-0-0 3.8.2 382 7-" Scale - 137 0 5x5 = 3x4 4 Sx5 = 15 5 Q 18 = 30 = 5x6 = 34 = LOADING (psf) SPACING- 2-" CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 095 Ven(LL) -0.10 7-11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 082 Vert(CT) -0.26 7-11 >981 180 BCLL 0.0 Rep Stress Incr NO WB 023 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 1D'Except' TOP CHORD Structural wood sheathing directly applied. 3.5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-7 oc bracing BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=1720/0-3-8, 2=1787/0-3-8 Max Horz 2=75(LC 7) Max Uplift 6=-376(LC 8), 2=415(LC 8) Max Grav 6=1799(LC 14), 2=1858(LC 13) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3346/793, 3-4=2931/740, 4-5=-2956/746, 5-6=3340798 BOT CHORD 2-8=-642/2979, 7-8=-744/3176, 6.7--648/2930 WEBS 3-8=-22/613, 4-8=-440/171, 4-7=-412/168, 5.7=-23/607 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=151111; B-45ft, L=24ft, eave=4ft, Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 0%, joint 5 = 0%, joint 6 = 0%, joint 2 = 0%, joint 8 = 0%, joint 4 = 0%. joint 7 - OsA 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will rn between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 6 and 415 lb uplift at joint 2 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 lb down and 189 lb up at 14-0-4. and 503 lb down and 189 lb up at 7-" on top chord. The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase-1.25, Plate Increase=l 25 Uniform Loads (plf) Vert, 1-3=60, 3-5=131(F=71), 5-6=60, 9-12=-44(F-24) Concentrated Loads (lb) Vert: 3=-385(F) 5=-385(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. UU9 MITek USA, Inc. FL Cert 66U 004 Parke East Blvd. Tamps FL 33610 Date: April 6,2018 A WARNING • VeNly design penmerera and READ NOTES ON TIeS AND INCLUDED AtlTEK REFERENCE PACE MI1*7I7.1 rev. Id0212016 BEFORE USE. Design valid for use only with MITak® connectors This design Is based only upon perimeters shown, and is for an IrolNdual building component, not a buss system Before use, the building designer must verify ma applicability of design parameters and property Incorporate this design Into the overall ding design Bracing Indicated Is to prevent buckling of Individual tress web andfdr chard members only. Additional temporary and permanent bracing M iTek' iouslaalways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVtPIt Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insiltas. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572•PENSACOLA-A TRAY T13711487IPS02572AH2HIP11 Jot) Reference (optional) Mid -Florida Lumber, Barlow, FL. 8 130 s Mar 112018 MiTek Industries, Inc Fri Apr 6 11 04:56 2018 Page 1 ID BmphEGTrYbzOzCwFZN1pg4y3nG5•AIhHFrJoUohi2zxx5lkJ8W OEhbuD368WiEnzxzTStL 1-0-0 4-94 9.04 12.04 18.3.0 21-04 1 4 4-94 4-2-12 3-04 4.2.12 4-94 Scale = 1:36.1 axe = 4x4 = 2 4 7 Q 4x4 = 3x4 = 5x8 = 04 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inor NO Code FBC2017/TPI2014 CSI. TC 056 BC 0.78 WB 0.19 Matrix -MS DEFL. in (loc) Udefl Ud Vert(LL) -0.15 9-15 >90 240 Vert(CT) -0.33 9.15 >775 180 Horz(CT) 004 7 nla n/a PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=839/0-3-8, 2=906/0-3-8 Max Horz 2=94(LC 7) Max Uplift 7=-140(LC 8), 2=-178(LC 8) FORCES. (ib) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1465/275, 3-4=-1153/218, 4-5=-980/218, 5.6=1156/219, 6-7--1472/281 BOT CHORD 2-9--203/1291. 8-9=-91/977, 7-8=-209/1300 WEBS 4-9=23/320, 5-8=28/322, 3-9=-364/127, 6-8=-372/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=1511; B=4511, L=24ft, eave=oft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 4 = 0%, joint 5 = 0%, joint 7 = 0%. joint 9 = 0%, joint 8 - 0%, joint 3 = 0%, joint 6 = 0%, joint 2 = 0% 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 M between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 7 and 178 lb uplift at This item has beenjoint2. electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 Well: USA, Inc. FL Cart 66M 490/ Perke East Blvd. Tempe FL 31610 Date: April 6,2018 Q wARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE UX7473 rev. 14,031201e BEFORE USE. Design valid for use only with MfTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component. not a trusssystem. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of indMdual truss web and/or Nord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the faMcallon. storage, deiivary, erection and bracing of trusses and was Systems, see ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Infomur lon available from Truss Plate InstNNe, 218 N. Lea Street, Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq / 2572•PENSACOLA-A TRAY T13711468 PS02572A J5 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 11:134:56 2016 Page 1 ID fyM4RcUTJv54aMVS75Y2M1y3nG4•AlhHFrJoUohi2zxx5lkJ8W Uyhk4D508WzEnzxzTS1L 1-0-0 5.0-0 5-0-0 Scale - 1.17.0 20 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) UdeO Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.32 Vert(LL) -0.02 4-7 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1 25 8C 0.25 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W8 0.00 Horz(CT) 000 2 n/a n/a BCDL 100 Code FBC2017frPI2014 Matrix -MP Weight: 18 lb FT - 200A LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=268/0-7-8, 4=64/Mechanical Max Horz 2=91(LC 8) Max Uplift 3=-50(LC 8), 2=57(LC 8) Max Grant 3=127(LC 1).2=268(LC 1).4=91(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; TCOL=4.2psf; BCOL=3.Opsf; h=15ft; 8=45ft: L-24ft; eave=6ft; Cat. II, Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 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 0t 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 50 lb uplift at joint 3 and 57 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. UU9 Wait USA, Inc. FL Cart 6634 4904 Parke East Blvd. Tampa FL 33610 Data: April 6,2018 Q wARNING • Vodfy design panmeten and READ NorES oN Ties AND INCLUDED MITEK REFERENCE PAGE M/F7473 rev. IQM312015 BEFORE USE. Design valid for use only with MITakrD connectors. This design Is based only upon parameters shown, and Is for an IndtMuel building component, not a truss system. Before use. the building designer must verify the applicability or design parameters and property Incorporate this design Into the overall ding design. 8ncog Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent trading M iTe k' IbuIsakvays required for slabildy, and to prevent collapse with possible personal IrI)trry and property damage For general guidance regarding thes fabrication, storage. delivery, erection and bracing of trusses and truss systems, sea ANSUTPII Quality Criteria, OS849 and SCSI Building Component 6904 Parka East Blvd. Safety Information evaltable from Truss Plate Institute, 2ta N Lee Street, Suite 312, Alexandria, VA 22314. Tsmpa, FL 361110 Job Trut Truss Type Gty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711489 PSO2572A J6 JACK 3 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:04:57 2018 Page 1 ID tyM4RcUTJv54aMVS75Y2M1y3nG4-exEtSBKOE6pZr/W7ekGYhjXZr570yXGlld KVOzTSIK 8.10.0 8.10-0 Scale = 1:21.8 2x4 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 FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No 2 CSI. DEFL. in loc) Vdefl Ud TC 0.69 Vert(LL) 0.09 3-6 875 240 BC 0.53 Vert(CT) 0.22 3-6 366 180 WB 0.00 Horz(CT) 0.02 1 n/a n/a Matrix -MP REACTIONS. (lb/size) 1=271/0-2-0, 2=182/Mechanical, 3=89/Mechanical Max Horz 1=94(LC 8) Max Uplift 1=-20(LC 8), 2=74(LC 8) Max Grav 1=271(LC 1), 2=182(LC 1). 3=127(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight. 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph: TCDL=4.2psf; BCDL-3 Opsf; h=15ft: B=45ft, L=24ft; eave=6f : Cat. II: Exp B; Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1 60 2) The Fabrication Tolerance at joint 1 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nontoncurrent 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 fd 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 at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 74 lb uplift at joint 2 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 11069 WTak USA, Inc. FL Cert 8031 IM Parke East Blvd. Tampa FL 33810 Date: April 6,2018 Q WARNINO - Verity daslgn parametera and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MIN7473 rev. 10/03R015 BEFORE USE. Design valid for use only with Waken Connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss "am. Before use, the building designer must verify the applicablby of design parameters and properly Inr:orporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web andfor chord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the falit" on, 00112e, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSS4e and SCSI Building Component 6904 Perko East Blvd. Sataly Informstlon available from Truss Plate Institute, 218 N Lee Stfee6 Suite 312, Alexandria, VA 22314. Tamps, FL 38810 Job Truss Truss Type oty Ply Park Sci / 2572-PENSACOLA•A TRAY T13711470 PS02572A J7 JACK 20 1 Job Reference (optionall Mid-Florlda Lumber, Bartow, FL. S.130 s Mar 112018 MTek Industries. Inc. Fri Apr 6 11:04:57 2018 Page 1 to yM4RcUTJv54aMVS75Y2Mly3nG4-exEISBKOE6pZf7W7ekGYhPM57nyXGlld KVOzTSfK 1-0-0 7-0-0 1.0-0 7-" 3x4 = LOADING (ps, SPACING- 2-0-0 CSI. DEFL. In loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.10 4-7 843 240 TCDL 10.0 Lumber DOL 1.25 SC 0.54 Vert(CT) 0.24 4-7 351 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a file BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=182/Mechenical, 2=346/0.7$, 4=90/Mechanical Max Horz 2=119(LC 8) Max Uplift 3=-72(LC 8), 2=62(LC 8) Max Grav 3=182(LC 1), 2=346(LC 1). 4=129(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1 22 3 PLATES GRIP MT20 244/190 Weight: 24 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly 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; 8=45ft; L=24ft; eave=6ft; Cal. 11; Exp 8: Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) (or truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3 and 62 lb uplift at joint 2. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34969 Well: USA, Inc. FL Cert 0034 904 Parke Eau Blvd. Tampa FL 33610 Data: April 6,2018 AWARNING - Verify design parameters and REAO NOTES ON TNIS AND INCLUDED AOrEK REFERENCE PA E MIF7473 rev. 10,0.7/205 BEFORE USE. Design valid for use only with Mitakm connectors This design Is based only upon parameters shown, and Is ror on Individual budding component, not a truss system. Before use, the building detignef must vent' the applicability or design parameters and property Incorporate this design Into the overall D:ding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor Chord members only. Additional temporary are pannaMnt bracing M!Tek' Is kvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the faorkation, storage, delivery, erection and bracing of trusses and truss systems, we ANSIRPI1 Quality Criteria, OSS49 and SCSI Building Component SON Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type 0ty Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711471 PS02572A VT JACK 7 1 Job Reference o tl al Mid -Florida Lumber, Barlow. FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 11:04:58 2018 Page 1 ID.POx4K7OCCFiFIdUAgC6W9gy3msK-67oIgXL27Px0HG5KCSnnOx3pI VRXhyyRzHplgzTSfJ 1-0-0 2-7-0 3.7.8 7-" 1-0-0 278 1.0.0 3.4.8 2x4 = 2-7-8 3-7-8 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) VdeB Ud TCLL 20.0 Plate Grip OOL 125 TC 0.35 Veri(LL) 0.05 8 999 240 TCOL 70 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.08 8 980 180 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(CT) 0.06 6 n/a Me BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=129/Mechanical, 2=319/0-7-8, 6=123/Mechanical Max Horz 2=109(LC 8) Max Uplift 5--52(LC 8), 2=39(LC 8), 6=17(LC 8) Max Grav 5=129(LC 1). 2=319(LC 1). 6=129(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 23=454/44, 3.4=532/90 BOT CHORD 2-9=121/417, 8-9=153/536, 7-8=92/308 WEBS 3-9=366/121, 4-8=97/430, 4-7=323/96 Scale = 1:22.3 PLATES GRIP MT20 244/190 Weight: 32 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- (7) 1) Wind: ASCE 7-10: Vuh=110mph (3-second gust) Vesd-85mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; Cat. It: Exp B. Encl.. GCpi=0.18, MWFRS (envelope) gable end zone; Lumber OOL=1.25 plate grip DOL=1 25 2) The Fabrication Tolerance at joint 2 = 0%, joint 9 = 0%, joint 8 = 0%, joint 3 = 0%, joint 4 - 09A. joint 7 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2.0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 5, 39 lb uplift at joint 2 and 17 lb uplift at joint 6. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 Well USA, Inc. FL Cart 9834 6904 Parke East Blvd. Tampa FL 33410 Date: April 6,2018 QWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1"3,2015 BEFORE USE. Oeslgn valid for use only with MITekm connectors. This design Is based only upon parameters shown, and Is for an IndkAdual budding component, not a truss system. Before use, the budding designer must verily the applicability of design parameter and property Incorporate thus design Into the overall budding design Bracing Indicated Is to prevent buckling of individual truss wab 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 ANSIrrP11 Quality Cnteds, OS849 and BCSI Building Component 8904 Parke East Blvd. safety Information available from Truss Plate Insthute. 218 N. Lee Street, Suite 312. Alexondds. VA 22314. Tampa. FL 38810 Job Truss Truss Type Qty Park Sci / 2572-PENSACOLA-A TRAY jPty T13711472 PS02572A KJ5 MONO TRUSS 1 1 job Reference (ontionall Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2015 MiTek Industries, Inc Fn Apr 6 11:04:59 2015 page 1 ID.79wS(VV54CDxCW4eho3HJVy3nG3-bKMPtsMhmj3HvQgWm910m8c NuhKQQrbCxTReGzTSO 15,0 34-11 { 7-0.14 1.5.0 34-11 3.8-3 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vden L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0 O6 69 899 240 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0 13 6.9 665 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(CT) 000 5 n/a n/e BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-145/Mechanical, 2=262/0.7-8, 5=176/Mechanical Max Horz 2=82(LC 8) Max Uplift 4=-62(LC 8), 2=64(LC 8), 5=-5(LC 8) Max Grav 4-145(LC 1), 2-262(LC 1). 5-191(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=386/41 BOT CHORD 2-6=-90/370 WEBS 3-6=-388/94 Scale -1,19 7 PLATES GRIP MT20 244/190 Weight 30 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3 Opsf; h=15ft; 8=45ft; L=24ft; eave=6ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0%, joint 6 = 0%, joint 3 - 0% 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcufrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4, 64 lb uplift at joint 2 and 5 lb uplift at joint S. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Van: 1-2-60 Trapezoidal Loads (plQ Vert: 2=0(F=30, B=30)-to-4=-106(F=23, B=-23), 7=0(F=10, 13=10)-to-5=35(F-8, 8=8) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34969 MITsk USA, Inc. FL Cert 6694 4904 Parke East Blvd. Tampa FL 33610 Data: April 6,2018 AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED AdTEK REFERENCE PAGE 11111-7472 rave. IM312016 BEFORE USE. Design valid for use only with Mrrekra 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 andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and 10 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 ANSVI1pI1 Quality Criteria, OSS41e and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inslilula. 218 N. Lee Street, Suite 31Z Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq / 2572-PENSACOLA-A TRAY T13711473 PS02572A KJ7 MONO TRUSS 6 1 b Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr 6 11:05:00 2018 Page 1 to 79wSfyV54CDxCW4eho3HWy3nG3.3W`m5CMJX1B8WaFIJtpFJM9501139oskRaC 6jzTSM 1-5.0 5-2-49-10-13 1.54 5-24 4.8-9 Scale - 1:21.9 2x4 = IK4 11 5 3x4 = LOADING (psf) TCLL 200 TCDL 10.0 BCLL 0.0 BCDL 100 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017frPI2014 CSI. TC 0.62 BC 0.50 WB 039 Matrix -MS OEFL. in Ven(LL) -002 Vert( CT) -008 Horz(CT) 001 loc) uden Ud 6-7 > 999 240 6-7 > 999 180 5 n/ a n/a PLATES GRIP MT20 244/ 190 Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 4=252/Mechanical• 2=419/0-7-8, 5=391/Mechanical Max Horz 2-144(LC 8) Max Uplift 4=-104(LC 8), 2=-76(LC 8), 5=41(LC 8) Max Grav 4=254(LC 13), 2=419(LC 1), 5=391(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-826/54 BOT CHORD 2-7=16V766, 6.7=1611766 WEBS 3- 7=0/273, 3.6=-831/175 NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15ft; B=45f1; L=24ft; eave=6tt; Cat. II; Exp B; Encl , GCpl=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) The Fabrication Tolerance at joint 2 - 0%, joint 3 = 0%, joint 7 = 0%, joint 6 = 0% 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 104 lb uplr t at joint 4, 76 lb uplift at joint 2 and 41 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) This item has been LOAD CASE( S) Standard electronically signed and 1) Dead + Roof Live (balanced): Lumber In«ease=1.25, Plate Increase-1.25 sealed by Lee, Julius, PE Uniform Loads ( plf) using a Digital Signature. Vert: 1-2=60 Trapezoidal Loads ( plf) Printed copies of this Vert: 2= 0(F=30, 8=30)-to-4=-148(F=-44, 8=44). 8=0(F=10, 8=10)-to-5=49(F=15, B=15) document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U669 MiTek USA, Inc. Fl. Cart 6634 6904 Parke East Blvd. Tamps FL 33410 Data: April 6. 2018 AwARNINO - v div deal=. parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M/47I73 rev. t"V2015 BEFORE USE. Design valid tot use only with MITek® connectors This design Is based only upon parameters shown, and Is tot an Individual buil/ing component, net a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buftnq design. Brectnp Indicated Is to prevent buckling of Individual truss wab and/or chord members only. Additional temporary and permanent bracing MiTek' Is alwaysrequiredfortlabenyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage• delivery, erection end bracing of trusses and truss syalems, sea ANSUTP11 Quality Criteria. 058-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 216 N Lee Sueet, Suite 312, Alaxendna. VA 22314. Tamps. FL 36610 Job Truss Truss Type Dry Ply Park Sq / 2572-PENSACOLA-A TRAY T13711474 PS02572A KJ58 MONO TRUSS 1 1 b Reference (opIllonall Mid•Flodds Lumber, Bartow, FL. 8 130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 11:04:59 2018 Page 1 10:79wSfyV54COxC W4eho3HvVy3nG3•bKMPtsMhmj3HvOg Wm910mBcx6ufg0PVbCxTRaGzTSO 1.5-0 4.1-14 7-10-1 1.5.0 4-1-14 3.8-3 Seale - 1:18.0 30 4 7.10-1 7.10.1 Plate Offsets (X.Y)- 12:0-3-10.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 052 Vert(LL) -010 6-9 >892 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 063 Vert(CT) -022 6-9 >426 180 BCLL 00 Rep Stress Incr NO W8 0.14 Horz(CT) 0.00 5 n/a n/a BCOL 10. 0 Code FBC2017/TPI2014 Matrix -MP Weight 32 lb FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 4=159/Mechanical, 2=299/0-7-8. 5=239/Mechanical Max Horz 2=97(LC 8) Max Uplift 4--70(LC 8). 2=66(1-C 8). 5=-15(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORO 2-3=-433/51 BOT CHORD 2-6=-111/413 WEBS 3- 6--444/120 NOTES. 1) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=6ft; Cat. 11, Exp B, Encl. GCpI.0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0%, joint 6 = 0%, joint 3 - 0% 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 70 lb uplift at joint 4, 66 lb uplift at joint 2 and 15 lb uplift at joint 5. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). This item has been LOAD CASE( S) Standard electronically signed and 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 sealed by Lee, Julius, PE Uniform Loads ( plf) using a Digital Signature. Van: 1 Printed copies of this Trapezoidal Loads( plf) pl Vert: 2= 0(F=30, 8=30)-10-4=-118(F=-28, B=29), 7=0(F=10, 8=10)•to-5=39(f=10, B=10) Vert: documentare not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 N11Tek USA, Inc. FL Cert 683! 6904 Parke East Blvd. Tampa FL 33910 Date: April 6. 2018 AWARNING • VeNy, design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE NII.7473 rev. 10/03/2015 BEFORE USE. sesses Design valid for use only with Mfrektp 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 Ouidbtg deslgn Bracing Indicated is to prevent budding of IndMdual truss web and/or chord members only Additional temporary and permanent bracing M iTek' Is alwaysrequiredrotstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, arectim and bracing of trusses and truss systems, see ANSUTPH Quality Cdtwb. OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 210 N. Lee Street, Suit* 312. Nexandrla. VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Perk Sq / 2572-PENSACOLA-A TRAY T13711475 PS02572A L1 MONO HIP 1 1 0(optionall Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 1105 01 2018 Page 1 ID.cLUgsl%4(VulogAF WeWSiy3nG2-XiUAIYNxIKK78kgwaKUr2hK8iKuuB9ugEyYe9zTSfG 56-8 Z:H 566 1.5-8 1.Sx4 II 6x6 = 2 3x4 = 4 4x4 LOADING (psi SPACING- 1-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 0.35 TCDL 100 Lumber DOL 1.25 SC 0.66 BCLL 0.0 Rep Stress Incr NO WB 0 65 BCDL 100 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3'Except* 2-5: 2x4 SP No.2 REACTIONS. (lb/size) 1=1269/0.3-8, 4-2254/Mechanical Max Horz 1=40(LC 8) ' Max Uplift 1=-242(LC 5), 4=-470(LC 5) Max Grav 1=1269(LC 1), 4-2259(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2512/496 BOT CHORD 1-5=-451/2220, 4-5=156f760 WEBS 2-5=578/2865, 2-4-1761/362 DEFL. in (loc) Well Ud PLATES GRIP Vert(L-) -0.03 4-5 >999 240 MT20 244/190 Vert(CT) -0O6 4-5 >999 180 Horz( CT) 001 4 n/a n/a Scats - 1:20 7 Weight- 40 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-7 oc puffins. except end verticals BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=15ft; B=45tt. L=24ft; eave=4f1; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) The Fabrication Tolerance at joint 1 = 0%. joint 2 - 0%, joint 3 = 0%, joint 5 = 0%, joint 4 = 0% 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 242 lb uplift at joint 1 and 470 lb uplift at joint 4 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 154 lb down and 31 lb up at 5. 6-8 on top chord, and 204 lb down and 41 lb up at 5-6-8, and 1579 lb down and 314 lb up at 4-0-12 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: 1-2-30, 2-3--30, 1-5=-64(B=-54), 4-5=-385(8=375) Concentrated Loads (lb) Vert: 2=154(F) 5=-1579(B) 8=204(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 Lae PE No. 74666 MiTek USA, Inc. Ill. Cart %K 8204 Parka East Blvd. Tamps FL $1610 Data: April 6,2018 WARNING - Verify design parameters and READ NOTES ON TtOS AND INCLUDED W TEK REFERENCE PAGE MII.7472 rev. I&W/2015 BEFORE USE. Oesign valid for use only with Welt® 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 applkablliy, of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe k• isak+sys required for stabady and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVIPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information avallatle from Truss Plate Instltule, 218 N. Lee Street. Suite 312. Nexandda, VA 22314. Tampa. FL 36610 Job Truss Truss Type Gty Ply Park Sq / 2572-PENSACOLA-A TRAY T13711476IPS02572AV1GABLE11 b ReferenceoUoa Mid-Flodda Lumber, Bartow. FL. S.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 11:05:01 2018 3-4-0 34-0 4x4 = 12 11 10 9 8 2x4 11 2.4 11 2x4 11 . 2x4 11 2x4 11 Seale = 1.20 2 841-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vde8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 7 n/r 120 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.00 8 n/a n/a BCOL 100 Code FBC2017/TPI2014 Matrix-R Weight, 40 lb FT = 200A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-8-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid calling directly applied or 6-0-0 oc bracing OTHERS 2x4 SP No 3 REACTIONS. All bearings 6.8-0 lb) - Max Horz 12=-42(LC 6) Max Uplift All uplift 100 lb or less at jolnt(s) 12, 8, 10, 11, 9 Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 10=367(LC 1), 11-303(LC 13). 9=302(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; 8=15ft, L=24ft, eave=2ft; Cat. If: Exp B: Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 4) The Fabrication Tolerance at joint 12 = 0%, joint 8 = 0%, joint 4 = 04A, joint 2 = 0%, joint 6 = 0%, joint 10 = 0%, joint 11 = 0%. joint 3 0%, joint 9 = 0%, joint 5 = 0% 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web) 7) Gable studs spaced at 2-0-0 oc 8) This truss has been designed for a 10.0 pall bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has beenwillfitbetweenthebottomchordandanyothermembers. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 12. 8, 10, 11, 9 electronically signed and 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Sealed by Lee, Julius, PE using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase-1.25 document are not consideredUniformLoads (plf) Vert: 8-12=-111(B=-91), 1-2=60, 2-4=-60, 4.6=-60, 6.7=-60 signed and sealed and the signature must be verified on any electronic copies. Julius Lae PE No. M869 MITek USA, Inc. FL Cart 66U 6004 Parka East Blvd. Tampa FL 13610 Oat: April 6,2018 AWARNING • Verify design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE 111/f•7473 rav 10M34101e BEFORE USE. wwww Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not w• a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stablldy 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, sea ANSIRPII Quality Criteria, OSO4e and SCSI Building Component egos Parke East Blvd. Safety Information available from Truss Plate institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 3811110 Symbols PLATE LOCATION AND ORIENTATION 1 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. Q'y1fi r For 4 x 2 orientation, locate plates 0- 'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 Tf1P CHC1Rf1S p cr.2 c2-a G, 4WEBS 3:u a. OFI\\ H a M7 BOTTOM CHORDS 8 7 6 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. tr O 3. Never exceed the design loading shown and never Vstack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. m 2012 MiTek® All Rights Reserved mm W1 . MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlrrPI 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, sae, 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 speed. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 R. spacing, or less, it no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not ari or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. IS. 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 ANSIfrPI 1 Quality Criteria. cJ1 cJ: cJ: I 4, 26'-81/4" E4 M to to CO U U U L. InWn U U 5'-8" 91 i21' 1/4' PARK SQUARE / PENSACOLA 2572 - A 12 - HUS26 1-PLY HGR 1 - THA418 FLR. HGR Mid Florida 9 zo 4 40'-0" I vnrv.vc - THIS AREA r-4" SO 16 20'-8" F>I 4" 14'-0" o; Floor Loading TC Live: 40.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 5.00 psf TC Stress Inc: 1.00 BC Stress Inc: 1.00 Spacing: variable Roof Loading TC Live: 20.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 1.25 BC Stress Inc: 1.25 Spacing: 2- 0- 0 o.c. Account: Job: PSQ2572A Designer: Checker: Date: 12-03-15 i RECORD COPY 9 City of Sanford Building and Fire Prevention Product Approval Sp f#9bd 'on Form SANFORD Permit # ## 1$- 1 8 6 6 °FaAR Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsit# for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94/T40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346 1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 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 Please Print) June 2014 Florida Building Code Online littps://www. noridabu i ld ing.org/pr/pr_app_dtl.aspx?param=wGEVX.i. i.profession6ll'-• rAA17, SCIS Nome I Log In I User Registration I Hot Topics I Submit Surcharge I Stet! It Facts ' PubOcatbB I FSC Stair I DOS Site I4ap I Links I Search l Florida r Product Approval a USER: Public User ftt1S[SLApPrt& 1tl= > ProAuet or ftP—k4tipcLSe000h > aPWtation lal > Application Detail FL u FL0071-Re Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rlckwO rwbldgconsultants.com Authorized Signature Vivian Wright rickw@lwbldgconsultants.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 Ucense PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL8871 RQ CQ)_(12) Cert ficale ofIndepv11dg2c€ !Lf Standard Year ASTM 01929 1996 ASTM 02843 1999 ASTM D635, t 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 199S TAS 201, 202, 203 1994 I of 4 4/ 15/2018, 4:50 PM Fle,ida Building Code Online hltps://ww%v.11oridabuiIdillg.ore/pr/pr_,ipp_dtl.aspx?param=wG GVX... 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 Qg71Rg Fgury fb) Egglyg enc of t OQd_rQ.Qdf Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products FL # Model, Number or Name Description 8871.1 I a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Limits of Use 1 Installation Instructions I Approved for use in HVHZ: Yes I rLE_871 R8 ll (g)nst 8871.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE val 8871.1.pdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation Instructions. L 8871.2- —b. "ClasslcCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - I Rustic" Series Inswing or Outswing- Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL8871 a0 ll Ins4§871.2.pdf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by Fy887r(t8 AF,)_Ev_al_8Q71,2.p f specific Model and for any other additional use limitations Created by Independent Third Party: Yes 1 and Installation Instructions. 18871.3 c. "ClasslcCraft" or "ClassIcCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series l Sidelite (OX or XO) - Inswing or Outswing Limits of Use _ installation Instructions Approved for use in HVHZ, Yes FL8871 R8 II (b) Inst 8871.3.pdf Approved for use outside HVHZ: Yes VerifiedBy: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 RB AE L) Eval 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4 — td. "ClassicCraft" or "Classics raft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FF0871 R8 11 (b) Inst 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8821 RBAe-W Eva! 8871.4-P f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "1" part numbers for these sidelites, which have been I 2 oP4 4/15/2018, 4:50 PM Florida Building Code Online https://www.floridabuilditig.org/pr/pr app_dti.aspx?pamm=wGEVX..Io stained or painted within six months of Installation.) 1 8871.5 e. "FlberClassic" or "SmoolhStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) — Series Inswing or Outswing ILimitsofUseInstallationInstructions Approved for use In HVHZ: Yes FL8871 RB_II fbl Inst 8871-. .p0j Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FW871 R8 AE _(b) Evdl 8871.S.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation ttInstructions. l8871.E f FiberClassic" or "SmoothStar" 3'0 z 0'0 "Impact" Opaque Fiberglass Single Door with I Series - _- i Sidelite (OX or XO) - Inswing or Outswing _-- - Limits of Use Installation InstructionsIApprovedforuseinHVHZ: Yes FL6871-Q8 II_t¢) [n5 8871 E:2Qj 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 8871.6 for Design Pressure Ratings by FLQ871 RB AE (b)-EVdL88710<pd-f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClasslc and SmoothStar sidelltes, 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 ~' i g. "FiberClasslc" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series --_ y -- Sidellles (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II_(b)lng_071.7.pdt 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 8871.7 for Design Pressure Ratings by E4882.1_118 Ag-M-EFv_oI 887_ 1.7.pd( specific Model and for any other additional use limitations Created by Independent Third Party, Yes and installation Instructions. (For FiberClasslc and SmoothStar sidelites, this product approval requires the use Iof "Y part numbers for these sidelites, which have beenstainedorpaintedwithinsixmonthsofInstallation.) 8871.6 h. "Flberaassic", "Smoothstar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - or "ClassicCraft Inswing or OutswingClassicCraft" RusGc" Serles Limits of Use — - Installation Instructions Approved for use in HVHZ: Yes fL81)71 R8 II-(b) Inst 8871.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871. 118 AE_(4) Eval 871_S,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 18871.9 I I+"FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with I "ClasslcCraft" or "ClasslcCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 RS If (b? Inst 8811--9.pdf Approved for use outside HVHZ: Yes 1 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 FL8871 R8 1E (¢ Eval 887 L9_I f Model and for any other additional use limitations Created by Independent Third Party: YesIspecificandInstallationInstructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "1" part numbers for these sidelites, which have been stained or painted within six months of installation.) eadc newt 3 of 4/15/2018, 4:50 Plvl Florida Building Code Online https://www.noridabuilding.org/pr/pr_app_&I.aspx?pamm=wGEVX.. cants ills :: 2601 &:h' Stone fZad,-GI11aMssee FL 32Q_9Q Ptnne: a50-a87.1A" The State of Florida is an ANEW employer. CoovMM 2007.2013 Slate of Florida.:: $WCy.StMM4IR :: AGM11bilty Statement:! Refund Statement Under Florda law, email addresses are public records. it you do not want your a-mal address released In response to a public-necords request, do not send electronic map to this amity. Instead, Contact the office by phone or by lradlioral mall, 9 you leave airy questions, please contact OSO.4E7.1395. -Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address it they have one. The emabs provided may be Used for official communication with the licensee. However email addresses are pudic 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 kersee under Chapter 4S5, F.S., please click tim Product Approval AOMPM: I"M®FROM E Credit Card Safe 4 of 4 4/15/2018, 4:50 PM 5 THERMAITRU 0 THERMA TRU DOORS 1 16 INDUSTRIAL DR., EDGERTON. OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITE INSWING / OUTSWING G WE2AL NOTES 1. This product has been evaluated and is in compliance vAth the 61h Edition (2017) Ronda Bulding Code (FBC) structural requirements Including the'hfgh Velocity Hurricane Zone" (HVHI(. 2. Product anchors shall be as listed and spaced as shown on dotok Anchor embedment to base material shall be beyona wol dressing or stucco. 3. When used in the'HVHY the opaque door complies with Section 1426 of the Florida Bu kiting Code and does not require an hpoct raisiont covemsg. The non bnpact Odle must be protected vAlh an impact resistant coverirg complying with Section 1626 d the FBC. 4. When used in areas outside of the ?1VNT requiring wind borne debris protediiam the opaque door complies vAlh FSC Sections 16M.12 a R3ol.2I I and does not require on impact resistant covering. The opaque door meek missile leyel D- and krkKles wh d Zane 4 as defined to ASIM E 1996 and FBC Section 16M.1.22 d R3012.12.1. The non4npoct sidelites must be protected vAlh an impact reslsfom covedng complying with FBC Secrions 1609.11 S R301.212. 5. For N stud fronusg constuctim anchoring of these units shall be the same as that shown for 2( buck masonry construction. 6. SRe conditions that eeviote 0cm the details of this drawing nequio further engineering analysis by o licensed engineer or registered architect. 7. Oulswing canfiguratlons using coastal sir item #4 under oche doors. and all sills used under The sideltes, meet water ilfihotion requirements for'TiVHZ'. ftwintg configurations and outswing configurctiom using $3 ilem B5 under the door do not meet fhe water inftltrartlorsrequirementsforthe1iVKrandsholbeentcledontyinnon -hobitobte areas or of habitable locations protected by on overhang or canopy such Bsal the ongle between the edge of canopy or overhang to so is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, designpressures b general notes 2 Door panel deists ISmooth star( 3 poor panel delols (fiber classic 4 Sldelte panel deists 5 Hof¢ontal cross sectbm 6 Ver>kd Dos sections 7 Veftd cross sectlass B Buck and tame on chering . 2X buck masonry construction 9 F+ame anchoring - IX buck masonry comlrucfan 10 Components a Gkwq details 11 Bill of Materials S43S MAX O.A. FRAME WIDTH 37a.7MAX. 1551'MAX. FRAME WIDMI FRAME WIDTH13JS Pl0. WIDTH r— 1 AX. PANEL WIDTH tY a O x = s O 2 i Li 3 P 0 d 1 OVERALL b6tr-,AiPkESSURE,(PSF) POSRIVE= NEGATNEDIMENSlOI4.: INSWING 54.75" x 98.00" 60.0 60.0 SMOOTH OUTSWING 54.75" x 96-SW 65.0 65.0STAR INSWING 54.75" x 98.OW 60.0 60.0 FIBER OUTSWING 64.75" x 96.SC 65.0 65.0CLASSIC Seesheet 10tot deompressure arnarwrns. sae. tin DIMS oar. ens LFS FL-8871. 6 rr L or -L Li 44 47 41 OEXTERIORf liyplll[II INTERIOR eHORIZONTAt CROSS SECTION L DETAIL A -A J P c 8 kno0r sloe 0000000 00000 43 l'HIBIN" 00000000 000000I 00000000 00000004 OD000000 000000000000000O 0000000 OOODO 00000 A 00000 0000000 4q tGE !f1 00000000 0000000 28.86%OPEN 00000000 pg X 0000000 00000000 0000000OOOOoDET6 A A Panel I . M.—enl N st i a%` 1=Yi Z• O OP i llll •• OZ R o i v EP 2 $Z0U e n 8F3u 1: d Edd o= PEN o I lA Y W cc EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 IlArZE n 4 00,.E i OS 22 08 0 Btt DWS m er LFS ? m R- 8871. 6 0 D a2 or i t mv "Ielrl F' • 11 Q HORIZONTAL CROSSSECTION l L DETAIL A -A J R PANEL Fbw d=ic 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 000000000000000000000000000000000000000000000000000000000000 DEWIA-A Ponel rehbrcemenl 0 28*86% OPEN AREA MAX. NINGE mlE M RAII EXTERIOR n E 3m. tF u 9 o a an ma m LL oZ Y coi INTERIOR 2 VERACAL CROSS SECTION 3 Wiffil I I N 0 Ana-- O 0 05122108 E N.T.S. ' er OWS o en LFS mu xn. e FL- 8871.5 go 0n 3 or -tt e 13 MAX PANEL wM M s ra 0. J f a L. 70 SI fJTE PANEL o y I TO II TI resale 5 1 ur f- TR SeeLb j 1 O RAIL T3 Skene t r MAX. DL EXTERIOR T HORIZONTAL CROSS SECTION 4 p sk Cron d rink) D.L DR u INTERIOR 2 HORIZONTAI CROSS SECTION 4 R. Clam) I' MAK. D.L. E)aERIOR INITROR 3 HORIZONTAL CROSS SECTION 4 pmoothstar) paER10R NIERIOR EX1EME F INTERIOR EXIEICOR c 4i, Y o rl u 0 m 2 49 11 a a •z{ 4 skim 23 1 V 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION eb VERTICAL CROSS SECTION 4 ICkmdc caofl 6 nahc) 4 (Fb.. d.) KE(Smooth stor) 01919 nonH e gia< r fIN Z tl OS 22 08 Z t N.T.S. er DWS LFS a ac w ` 0 FL-8871.E 0an 1 4 a 11 v it N A e s p o Z UZ IL IL r A o c zWs? EMB.IT>'P.) TAL CROSS SfC1TON rc Csub-bode INTERIO6 EXTERIOI 1 HORZZONAA! CROSS SE ON 2 HORIZONTAL CROSS SECTION S Outswing shown •inswing S Zssw • Uw*ft also oppso,Z 3 HORIZONTAL CROSS SECTION 1-1/'MIN. Da. IIYP.) sIorleISIFI I I : L-hI_ i r1N 2 O 05 2Y 08 i c N.T.S. ° er Ow5 0 ar. L}S ; FL-8871.6 0 r 5 or 11 EXiTJtIOR - "`)7 -- MKIVK 11 VERMAL CROSS SECTION 6 aPP d imwM6 dso EXTERIOR of notes o"t 1 water bdittba ova INTERIOR 10 him EXTERIOR J"'#' INTERIOR Y VERTICAL CROSS SECRON 6 Shownw/lxsub4=K EXTERIOR INTERIOR it O T IZ O 0 dun INTERIOR R 40 l'`BR soma S maar E n v g I.i m c 3 VERTTCAI CROSS SECTION 6 Owm" eonf otbo n notes o"f I Infltrofion o ggeeforTNHt water INTERIOR EXTERIOR 0 0 see Aen'erol notes sheet I 91.919191 1 1= M 2 oo i 2 1 ASV ^ IUD OS 2208 2 E N.T.S 5 wt. DWS u er LF5 no " a- c m FL- 8871.6 00 n _. L or 11 O m 1nze 70 9 8 C; EXTERIOR IMERIOR I VERTICAL CROSS SECTION EXTERIOR INTERIOR I VERTICAL CROSS SECTION h1 whg C011iIQU0dm EXTERIOR ff— INTERIOR 2 VERTICAL CROSS SECTION seovm w/1 X we -a EXTERIOR RTERIOR 5 VERTICAL CROSS SECTION W-V co^figumtion INTERIOR eo gaile ERIO i« c; i C o a n\ ' d •fir m 4 41. D 22 E EXT L;; Ja R 2A m 3 VERTICAL CROSS SKTION whv&v amaw ikii INTERIOR EXTERIOR 0 HIM alON w O Q• • v• 9I.4I9I9I 1 1= p-g ] O_ O ply • 3 n N ^ mu 05 22 08 2 c M.T.S i er DWS m e LFS 3 a mac Nw. m M-8871.E 0 m f 77 MASONR Yl TYP.H z OPEN04G JAKW MULLION I t 4 REFERENCE ONLY I Lj 2X BUCK H2 0 tq II 7. DUCKANCHORING HINGE JAMB k NOTES ti 1. CONCRETE oMnchor 50 of the cornea may be o(*xled to rnaWoin the min. edge cloorc& to W.,,olnM 2 Concrete anchor locofforss noted as IMAX. ON CENTER' must be OCIL'sled to maintain the min. edge distance to mortar)olnts, odddbno) concrete onchon moy be required to enoxe Me MAX.ON CENTER" cbmnsion are not e=aeded 3. Concrete anchor lable., 1. CL MIN.'CLEARANCE 114' r 4" TAPCITWONELCO 114' 1-1hr 1. ULTRACONG INSTALLATION NOTES: edge distance. 11 sW distance. 6 I* o.c. spockv of MwSCREW oln,2.. a rdnwvim mr wood scng% s to prevent the sotting of wood. 7-1 F r I I I i. T j TYP. HEAD & MASONRY JAMBS OPENING 1 1 1 1 0 T FRAME -/ TYP. it 2X BUCK MULLION I F T.P. SILL TYP. SILL I ILAFRAMEANCHORING STRIKE JAMB Mosonry 2X Duck construction HINGE DETAIL LATCH A DEADDOLT WAR 10D CW m 0: a. FP D z .. I z N. T.S. or. DINS IW. LFS no Ks. r 'L — 8871.6 a 8 or 11 T TEAS ANCHOR RECfD ONLY WHEN DP > 60.0 PSF • 1I 6, TYP. HEAD a r JAMBS MASONRY OPENING IIL FRAME I 7 I h t J to O T q Ix BUCK I L K I I 5 0 TYP. SILL L HINGE JAM! CONCRETE ANCHOR NOTES: r ME ANCHONNG I. Concrete anchor locations at the corners may be odlusted to maintain the min. Masorry IX buck conshctlon edge distance to mortar Joints• 2 Concrete anchor locations noted as MAX. ON CEMER" moat be adjusted to s maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CB4TF-r dimension are not exceeded. d z Concrete anchor table: M1N:CLEARANCE: MIN_ CLEARANCE ANCHOR;; ANCHOR_:.';;: MIN.:'. TOM 4SONRY' ' i0: ADJACENT. aTYPE::;> SIiE:: • EMBEDMENT EDGE : -:: ANCHOR.'::' 1/'r TAPCON° 5 WOOD SCREW INSTALLATIONNOTES: 115 1. Maintotn o mtntnurn 5ff edge distance, 1' end dstance. d I" o.e. spacing oI wood screws to prevent the sp§Mv of wood. 4a TYP. 1- to MULLION I TYP. SILL STRIKE JAMS LATCH t "SOLT DETAIL HINGE DETAIL ll.` OZ Q Ojr. m"f 10 yp rp. v = ozu gE8 3 iSIaUlsl 1 1= xnv u s 05 22 08 i t• N.T.S. ° er DWS o trr LF'S i sac sr rL-8871.6 u n 2 or 1 4.5r iHREtNOLD 0 —"=—No OL4-11 IlTGLASS 3/4' THK. BITE GLASS I/WTEMP. AIR SPACE 1/8-TEMP. SMGGLE GLAZING 24 SPACER GLAZING DETAIL MC GLASS BITE — G2 G TING DETAIL f;5YDESIGN PRESSURE I'THK. GLASS I/6'TEMP. Allt SPACE 1/8-TEMP. SWIGGLE GLAZING SPACER 7/ICGLASS BITE 8G3 GLAD 11 71ilLimedoba19— 1 Mogi 1/2- lHK. GLASS I Ar TEMP. AIR SPACE I /a- TEMP. 26* STEEL. INMCEPI SPACER it N.T.S. tro ows er LFS FL-8871.6 0 10 OF Florida Building Code Online https://www.floridabtiilding.org/pr/pr .app_dtl.aspx?param=wGEVX... II •tl Regulation MR SCIS Home I tog In I User Registration j Hot Topics 1 Submit Surcharge i Slats 6 Facts puMcations FBC Staff ! SOS sae Map I Uelu ; Search I ilia Product Approval USER: ct user F."WW Aooroval Menu > Product or Anracetion-Sta1Ch > Aoaa;AL41 LLSt > Application Detail FL p FL15332-R4 Application 'type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 west Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsltlinger@mlwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Dale 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence fUU3A_R4S41_ELC.Al,gttf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WOMA/CSA 101/I.S.2/A440 Year 2008 1 of 3 4/15/2018, 5:08 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dti.aspx?param=wG EVX.., Product Approval Method Method I Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL Model, Number or Name Description 15332.1 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4"40" NOW 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 1S332.2 ! 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 Installation Instructions FL1fL332 Rq-il Ofl_OOSOOE.pdf Verified By: LUIS Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FI- .- 2R4 AE r IlAn1D pof Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Installation Instructions _ F-L1.5-3U R4 IIQfL09_4IFIE.R0f Verified By: LUIS Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FL35}32 _R4 A_E_5 .Q80Sp Rdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGO REINFORCED OXO — 145-3/4"x96" Installation Instructions •__. -. — _. _- .. FL1S.337,11U9_Q2Z98S,p_dt Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports f4Z 332_R4 gE_5.12968C.pdf Created by Independent Third Party: Yes 15332.4 - I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15.332 ity 1 Q$_Q2249C Rdf 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 FL153.32 R4 AE 5A29 9C.pQf PRESSURE RATINGS SERIES I Created by Independent Third Party: Yes 115332.5 SERIES 420 ALUMINUM SGD 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No L15332 R4 lI OQ_02250C.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL_X5332 R4 AE 512970C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX t ALUMINUM SGO 96"06" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332_R4 II 08_Q.0Aq Ii_pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:08 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... ' Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EI 22} R4 AE S10806D,pdf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.7 I SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"— i ALUMINUM SGO Limits of Use Installation Instructions Approved for use in HVHZ: No F DIZ-R4 II 0&OOSOlE•09 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510808D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.0 SERIES 4301440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL1533.2_R11 08-00502E,pQf 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 I Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I F_Ll$33Z.A4_AE-51q$g4Q.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 _ SERIES 430/440 REINFORCED I 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 SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" Installation Instructions ~- fL15312 R4 11 00-OOSQ E,RlI Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports f U533Z_R!-AE-5.19f2Q,WE Created by Independent Third Party: Yes Fade Neat Contact Us:: 260 t Blair ,Slone Road. TaW hassee FL 32399 Phone: aS0.4B7.1B24, The State of Florida is an AA/EW employer. CQmtMM 2007.20 t3 Stalp9 FLE",L :: PnvaQ Sutemem :: AccesslMty Sutement :: g pQ opt Under Fiords law, email addresses are public records. 0 you do not want your e•mal address released in response to a publik-records request, do not send electronic mad to this entity. Instead, comas the office by phone or by traditional mall. If you have any questions, please contact 650.497.139S. 'Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter ass, F.S. must provide the 0eparrmerd with an emal address it they have one The emads provided may be used for oftal communlcatlon with the licensee. However emal addresses are public record. Y you do not wish to supply a personal address, please provide the Department with an emal address which can be made avala0le to the public. To determine if you are a licensee under Chapter 455, F.S., please dick DeM. Product Approval Aaoepta: 5 ittrtl Credit Card Safe 3 of 3 4/15/2018, 5:08 PM NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 70 COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS N07 USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 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 IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE JIO WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING INTO METAL STRUCTURE USE %10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS DESCRVrMN con AP-FAAW ADDED C14ARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATXNI DETAILS O6/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 0612212017 MI WINDOWS AND DOORS LLC S 1R 11C o,% 4f650WESTMARKETSTREETJ GRATZ. PA 17030 GENS s oy6 5SERIES430/440 XIX SOD 143" x 96" REINFORCED q NOTES E50 , TAT OF Lrr ciiiOi1` MAWN: owc xo rev F.A. 08-00503 E/i/S ONA11E Luis R. Lomas P.E. M" NTS °°` 02/23/09 9= 1 OF 9 L ROPERTOLCA"SPE 44P WOODFORD R0 LENMLE. NC 2= 43"80-OWP '6onu5d)*xv Wc= FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHARF /3 FOR NUMBER Of LOCATIONS 17. REOUIRED 6' MAX 6' MAX - I U.C. 1AA1c F 6' MAX f L 17' MAX O.C. 96' T MAX FRAME HEIGHT L 6' MAX X X j SERIES 4301440 XIX SGD EXTERIOR WEIV DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS Of AND 92 FOR OTHER UNITS RATINGS NOTES. I. MAXIMUM PANEL SIZE: 48 112'x 95' 2. MAXIMUM D.L.O.: 44 3r4' x 90 -"' HARDWARE SCHEDULE MOUNTED HANDLE SET (0"&145) AT 37 U41ON CENTER FROM PANEL BOTTOM ILLIC TANDEM ROLLERS (90.17.196) AT EACH END OF PANEL BOTTOM RAILS JM 6063-TO REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JM 6D63-75 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK f REv Dr5CAP1Un CITE APPRD41) A ADDED CHARTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/D6/13 R.L D REVISED INSTALLATION DETAILS 06/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 R.L CHART /I WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design pressure chart (p1) Frome single 1A10ePanelandTotalFrameta (in) Height ( n) 30.0 0.0 36.0 fA0 42. 0N120.00 47.7 141.00 PaNsp Pas Nep Poo Poo Nep84. 0 4.0 60.0 0 W.9 4O.D 740 480 9LO 4.0 600 4D. 5.6 40.0 48.9 4010 45.0 02. 0 40.0 40.0 1 40.1 1 40.0 1 42.3 sL0 40.0 t3.7 40.0 40.0 CHART62 WHERE WATER INFILTRATIOIV RESISTANCE IS NOT REOUIRED 99F NOTE 9 SHEET I Design pressure chart (pst) Frarm Single Panel and Total From %Wih i1) HBO30. 0 e90. 00 36. 0 1 f06.00 420 12L00 47. 7 f13. 00 Pos I Nep Pas I Nip Pos Nap Pos Nap 04. 0 60.0 60.0 57.9 57.9 52.0 52.0 89. 0 60.0 0.0 N19 54.8 48.9 48.9 45.920 59.6 59.6 51.7 517 461 46.1 42.96. 0 a 56.6 56.6 49.0 490 43.7 43.7 40. f. HARTKI Number of anchor locafloos roqulre0 Fnnm Single Panel and Total Frame VNOta (N o 30. 0 90. 0 no f09. 0 42. 0 1260 47. 7 143. 0 HiS Jamb N8S J mD Has Jamb H85 JamO KO 6 6 7 6 8 6 9 6 80. 0 7 6 7 6 8 6 9 8 92. 0 7 6 6 8 8 9 8 OLD 7 1 6 1 7 1 6 8 6 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DRWW. 01rD NO. F. A. 08-DD503 MILE NTS 1047E 02/23/09 sNaw 2 OF 9 L RO6ERTO LOGAS P.E 1432 WDiIDFDRD RD LEVASVLLE NO 2701" 43049. 06M r aMnopa.osn SIGNED. 0612212017 1R! iCI1/1 0M// EIJS j 0,, 61251 TAT OF O . 4 o. ss10NA; LEaG Luis R. Lomos P.E. FL No.: 62514 1/2" MIN. Rev DEseR1P110N ave APPMIM EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L 6 REVISED PER NEW TESTING 10/15/13 R.L. 1 3/8" MIN. C ADDED RANGE tNsTALLAT10N5 12/06/13 R.L WOOD FRAMING EI+IBEQMENT D REVISED INSTKLATION DETAILS 08/05/15 RL OR 2X BUCK BY OTHERS 1 3/8" MIN. 1/4' MAX. E REVISED INS'ULLATION DETAILS OB/22/t7 R.L EMBEDMENT SHIM SPACE 10 WOOD 1/4• MAX. SHIM SPACE 1/2' MIN F IN I _ ERIOR 1_.J SCREW EDGE DISTANCE n L II II II II II II l 1 , AIDEXTERIORINTERIOR 10 W000 SCREW SILL TO BE SET IN 110 WOOD A BED OF APPROVED SCREW SEALANT EXTERIOR WOOD FRAMING OR 2x BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK WOOD FRAMING OR ZX BUCK 1NSTAWTXXJ BY OTHERS 1 3/8' MIN. EMBEDMENT LuvL UI IMIY L VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 0&22/2017 MI WINDOWS AND DOORS LLC IR1111111/1 650 WEST MARKET STREET GRATZ, PA 17030 S , J • • ' ' 4f9 GEN9F L 0 5SERIES430/4A0 XIX SGD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS OE OF Z i FSsi R1 G\• ii rONAtj1` Luis R. Lomas P.E. ouw+re me No OB-00503 E wue NTS °Alt 02/23/09 9"03 OF 9 L RMERTO LOMAS PE 1432WOODFORDADLEWISVILE.ACZMZ) FL No.: 62514 3.489-0649 nlaneL Ylartape can 1/2• MIN. EDGE DISTANCE METAL 1/4' MAX. STRUCTURE SMM SPACE BY OTHERS 110 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR L TO BE S0 IN 3ED OF APPROVED LANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 1/2' MIN EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX. 1. —.1c EXTERIOR RLr6CN5 REV oLseRrlcw DATE AINIor1D A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED IMMAWTION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 06/22/2017 METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC R I ILIA/1/i, 650 WEST MARKET STREET 0 x J . • ' • ' 4f GRATZ. PA 17030 r,•\CENS• s SERIES 430/440 XIX SGD 143" x 96" REINFORCED-oFRAMEINSTALLATIONDETAILSpO,• QTAT9RF t` NOTES I.WTERIORANDEXTER/ORFWISMES,BYOTHERS. sRA11x Im No. F.A. 08-00503 REV %'°S;C[pRlO' 0 , E ONAj1Ekv NOT SHOWN FORCLARIT7'. 9Gu NTS — 02/23/09 9"E14 OF 9 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E2112 L.ROaERTOLOANBF.E IJ32 MOOOMRO RD LPM4SVAlE, NG 27= Luis R. Lomas P.E. FL No.: 62514 cw-mowv momylbr nsp"om APIL CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16• TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2• MIN. 1' MIN. SEPARATION EDGE DISTANCE n ' 1 1/4• MIN. d EMBEDMENT M 4" MAX. IM SPACE 3/16• TAPCON EXTERIOR INTERIOR 1 1/4' MIN. EMBEDMENT 1. MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1 /4' MIN. EMBEDMENT T2 7/8" MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET EIMASONAY INSTALLATION 1/4• MAX. r SHIM SPACE RLV so.4s REV DESCKFWN GTE I IPpw4M A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED PMALLATKIN DETAILS 08/22/17 R.L. JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE44ASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. WTERIORAND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8YOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 III WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES A30/440 XIX SGD 143' x 96" REINFORCED FRAME INSTALLATION DETAILS Oftuft No. » F.A. 08-00503 E s.... NTS — 02/23/09 s>,a15 OF 9 L ROSERTO LONAS RE 1422 P40DAORD RD LEWLSVSLE NC 2M 431 =,O os At6TWNd*lW VftiXM SIGNED: 0&222017 1 It IlLr i'/. F+EN,p 9,p oSE OF ; ,* SNAL ,O0 o '-*7,, ll Luis R. Lomas P.E. FL No.: 62514 OD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW EXTERIOR 010 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE MIN. EM9 ME14T 1/4' MAX. SHIM SPACE 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT I 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK fNSTALLA170N NOTES: 1. INTERIOR AND EMRIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARITY. 2 PcRIMETERAND JOWTSEALANFBYOTHERS TOBE DESIGNED W ACCORDANCE WITH AST1A E2112 WOOD FRAMING OR 2X BUCK BY OTHERS 1/4' MAX. rSHIN, SPACE Kvspows REV DMFAPMN DATE APPF04D A ADDED CKMUS 03/D6/12 R.L B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/D6/13 R.L. D REVISED INSTALLATION DE1AI S 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA770N MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/ 440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS DR,ww. orc w0. F.A. 08-00503 wst NTS °" 02/23/09 — 6 OF 9 L. ROSERM LAMAS P.H 1432 WOODFO RD RD LE WISM& NC 27M e94.sea<- 0was /Ao NM®trmmRs».wm SIGNED: 06= 2017 21r • p„ g25. it TrATrE OF ; - Lu Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW I METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE r EXTERIOR 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., I. INTERIOR AND EXTER/CR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 1 /4" MAX. SHIM SPACE OR LUNG L TO BE SET IN 3ED OF ROVED SEALANT 1 1/2" MIN. EDGE DISTANCE J10 SMS OR } SELF DRILLING 1SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE 3 INTERIOR D SCFIPIDN Ohl[ A/PROAD ADDED CHARTS 03/06/12 R.L. FA REVISED PER NEW TESDNG 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS D6/05/15 R.L. E REVISED INSTALLATION DETAILS 08/22/17 R.L. s EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: OWWO MI WINDOWS AND DOORS LLC S %1 11111/1650 REET Eks's%, GWESTRATZ,MPAX17030ET 0 5 SERIES430/"0 XIX SGO 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS TA OF y` mamc o.D No REV F. A. 08-00503 E ii0NA11 a\ Luis R. Lomas P.E. scot NTS D" 02/23/09 `S-7 OF 9 L RMRIOLOM4SPE.. 14= WOODFORD A0 kEMSVaLe NC 2=3 FL No.: 62514 AM488- 0609 fflonaseftTAWPO Mm 1 1/2- MIN. 1* MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS I 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY 1/4' MAX. SECURED SHIM SPACE E NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR 3/16' TAPCON 1 MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCR_EMUASONRY INSTALLATION INTERIOR KvIsaNs REv DMRFTDN atESN D A ADDED CHARTS E03/D6/1V.2RBREVISEDPERNEWTESTING5/ C ADDED FLANGE INSTALLATIONS 12/06/ D REVISED INSTALLATION DETAILS 08/05/15 I R.L. E REVISED INSTALLATION DETAILS DS/22/17 I R.L J SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T 1 1/4• MIN. EMBEDMENT 1 1/4' MIN. EMBEDMENT 1' MIN. 1/4' MAX. SHIM SPACE EDGE DISTANCE ' ' •° INTERIOR 491110%0M do 3' MIN. SEPARATION 3/16' TAPCON 1" MIN. EDGE DISTANCE OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETE/MASONRYINSTAUATLON SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FWISHES, BYOTHER3. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITN ASTM E21 I2 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS DRUM; orc No. r OB-00503 TS °`TE 02/23/09 SKIT 8 OF 9 L ROBERTO LOANS P.E 1432 NOODFORO RD LEMSVILLL: NC Z2= 43W-M-Osos 4MMS&WOW.00m SIGNED: 06/2212017 s 111 I IL pw GENSF,J1 r * • 4TATPOF- M, e ss ONA 111\aC3 Luis R. Lomas P.E. FL No.: 62514 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE - BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT I 1X BUCK BY OTHERS, I BUCK TO BE PROPERLY SECURED Illl jllh 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE METAL STRUCTURE - SY OTHERS TRIM —, INTERIOR HOOK STRIP KM90NS REV OESURAPPO" wt A PROVO A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DOALS 06/22/17 R.L 1/2- MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2" MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT L HOOK STRIP SCR SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2x BUCWw000 FRAMING NOTES: 1. INTERIOR AND EX7 ERIOR RNISHES, 8Y OTHERS. NOT SHOWN FOR CLAR17Y. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIT HASTM E? 112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED HOOK INSTALLATION DETAILS DRUM: 110. F.A. DRC 08-00503 s NTS DATE 02/23/09 1 9iEET9 OF 9 L ROBERIC LCMAS P.E. 432 N000FORD AD LEWISVRLE NC 2W 434-m•ows lAxnonh4ne9tuacum SIGNED: 0612212017 041 9lp t,• V 6• # I ORIOt • sjs` ONA'I aG\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.11oridabui lding.org/pr/pi•_app_dti.aspx?param=wG E V X... r i • Professional Regulation rc SCIS Home I tog In I U`+er RegIstraton I Not Topics I Submt Surcharge I Stats a Facts I Publications I FaC staff I SCLS Site Map I links I Search I H dda Ow Product Approval USER: Pubic l/sef Ar+iraiea Product Aiimval Men > Pmd or Aioi .tNn Garth > epntrat tin i ct > Application Doted FL # FLIS279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 4SO40 513)770-6062 mwesterfleld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMAIIS 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R5 Eg _ 2A17( - FO=OP MA 4@SgU pdf F 15L279R5_Fc u y 20170809 fBC -DASMA 115 equ;Qdf I of 7 4/15/2018, 5:17 PM Florida Building Code Online hops://www.floridabuildiilg.org/pr/pr app_dtl.aspx?paraln=wGEVX.., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page I FL Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Model, Number or Name - I Description "- -- - - - -- 15279.1 001 W3-09 DSIE-1A171: 2050, 20S1, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 0 0 Page 1/ 8 0 0 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 Limps of Use Certification Agency Certificate Approved for use in HVHZ: No f1 5279 RS GCAC LGl*L-itb-proof-OLOato-C anL M91 Approved for use outside HVHZ: Yes 90ospectlon.pdf Impact Resistant: N/A L1F5279 R5 C rAC W3-.-QsUp_g-lntertek•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 f_I.I.SZZ9g5_I.l Olb .v12.udr 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: 15279.2 002 W3-09 DSIE-IA471: GDLSP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door 6132, SFC38,-MFC30_ - Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EI.I.SZ79RS CCAC LeUC with prQaf of cone m-cLa prpgj Approved for use outside HVHZ: Yes pfjn pectioR.pQf Impact Resistant: N/A EL152Z9 R5 C CAC W3 Ustiuu Enter ek pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for fL152Z9__.RS-II-1.03952:&gy-QLRdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 OSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDPt3, IIDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEO W3 Garage Door F 8131, 8133 i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Leiter with proof of consiect and_p Approved for use outside HVHZ: Yes 0(_[pspgSS1.2•pitf Impact Resistant, N/A FLL5279 RSr _CAC W3 Lis In Intertek.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 FLIS279 RS It 104175-Rey0l,p4f windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 4 _ 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car (97" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODEO 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://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 1S279.5 005 W3-16OSIE-1A471: GD1SP, GR1SR GD1LP, GR1LP, ARISP, 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). 15279.6 006 W3-16 DSIU-IA171:9130, 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 windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 007 W3-16 PAN2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 428, 488, SSS, 411ST, 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 1008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contrail and proof gf ln5gs0Q_ .df FFL15Z79 RS C CAC W3 Qs41.Og (pjertglspdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions EAU 5ZZ9R5_!1 _A1@2St-Rev13,Qdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate FI15?79 RS. Sg LettS[_wjtLi_g oPg(.SopE![S and-o 2gf gf in o&tion.odf FLIS279 RS C CAC l i ipg_jDtgrlel_Q ff Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 95-II 1040RA-Rev01_p f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; _ interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODEO W3 Garage Door Certification Agency Certificate r Fs _jZ7j_P5_CG4C Letter with groof of contract and Qroof Qfj0;QestlQ_rl,04f FL3 279 RS C CAC W3 Lisslnq Inyertek.pr f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FI 7 RS 11 10416R-Rev0l.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINOCODES W3 Garage Door Certification Agency Certificate F 1527 5 C CAC L r wit(1 Qr09 f GgflSralSCE4S Rr 4f 0005pCCbp_t1,0f E41527.2_95_-CAC_W3_I.!-sting_lntertek,pdf. Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R5 IL1_Q134.Ksy12,R111 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: 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) WINOCOOEp W4 Garage Ooor Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EUW9 95 C_CAC_I etttr witlLP_!4Q(!?fSQ9tte S_r?r1d.QLQQf Approved for use outside HVHZ: Yes of i 151419 l hadf Impact Resistant: No fLL5229_R"_CCACIy3IIM109JOACE1 (,p 1i_f Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product i 05/21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www. floridabti i Iding.org/pr/pr_app_d(I.aspx?param=wC EV X... , 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. meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RSR 301652-0-RevH,.pdf I windborne debris regions. The product without glazing DOES Verified By: Intertek'liesting 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: 115279.9 1009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, A112SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - I AMP, ED2SP, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODEO W4 Garage Door l 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. 15279.10 010 W4-09 OSIU-1F171 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use -- - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product 1 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 I debris regions (ref 1609.1.4 FBC). 15279.11 _ 011 W4-09 OSIUO 1K479: Canyon Ridge/Brookstone Limits of Use - r--. _ . _ ...... _ ._ .. _._..._- • _ 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 wlndborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency CertificateM- - F-L15279 RS CCA_C Letter with oroof of contract and oroof of Inspection.pdf Ei,15279R5 C-CAC_WA_USting lntertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions R1,1,52 RS_Il_3g396y_B_Rev_02.pd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; inletior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate - EI.A$27_9 R5 C CAC Letter with proof of contract oAI; proof of in$pectiorlpdf FI-15279 R5 C CAC W4 LiStjflgjnseit Igt.Q1f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions L15279_RS lI 104183 Rgy_0 .per 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) WINDCODEp W4 Garage Door Certification Agency Certificate EL!5219RS-C-CA_C_LetteL-wittLpr_oor or coetract_ai3d-pr_oo( of 1DsReSttollpd( FL1.527-9_R5CCAC w-4_Usting_lntertek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F1,15279 R5jj 104456-ftv0l.odf Verifled By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279 12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 75, 190, 84A, 94, 76, 42, 48, 5S, WINOCODE& W4 Garage Door 428, 488, 55S, 4RST, 6RST, 4RSF, 6115F, 2RST, G05S, GO55V, GR5S, GR5SV, ARSS, AR5SV, EDSS, EDSSV Certification Agency Certificate FLI5279 RS C CAC Letter with proof of contract and Droof of Inspection.odf fLI,Mg_U C CAC l _ti119_Int rj@k.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL1S279 RS_II 300159_B_Revl6.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. fl oridabti i Id i ng.org/pr/pr_app_dtl.aspx?paranl=wG EVX... 1 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, i GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, E04L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL1.5279 R5 C CAC Lefler with "9.QUf cont!X and proof Approved for use outside HVHZ: Yes of igspectton.94f Impact Resistant: No f1.15272R5_rCAS W1 l Usting =qgk gdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for EL15279-RS_II-103-4-6 --B=Re DB ndf windbome debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 19'0'wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-15279 RS-C_GA"gl;t* wsh.Rroof 0fS r%Ljigg Qf Approved for use outside HVHZ: Yes pf Inspectlon,p f Impact Resistant: N/A FL1 79 R5_C_CAC lntertek.pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the Impact resistant requirement for I FLIS279 115 Il 103S49-ReyQ{,QQf 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: 1S279.15 01S W4-16 DSIE-IF171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) HOGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODES W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use - --- - - - -- -` ; Certification Agency Certificate -- -- Approved for use in HVHZ: No F 1 Z79 R$_CG9C Letter with proof of contract arW_progf Approved for use outside HVHZ: Yes of Inspecuon.Qdf Impact Resistant: No Ft_1$a_79 RS C CAC WL LlstIna Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RS If 101481-8-Rev13.gd windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (9'2" up to 16'0" wide) WINDCODEO W4 Garage Door 6202, SFC66, MFC68 Limits of Use - _ Certification Agency Certificate Approved for use In HVHZ: No I F415279 R$ C CAC Letter with proof of cg_ntto ang_Qrg9f Approved for use outside HVHZ: Yes of inspecbon.pof Impact Resistant: No I FL15279 RS C CAC W4 _L1§kqg_LntgrtgLc Qdf Design Pressure: +25.5 PSF/-25.5 PSF I Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 1 OS/21/2026 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5j1_104029-B-Rev-Q3.Q11f windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 15279.17 017 W4-16 DSlEO-1F479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/Settlers/Affinity skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www. floridabu i id ing.org/pr/pr_app_dtl.aspx?parain=wG EV X..., Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Othorl The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 OS[U-1F171: 9200, 9201, 9203, HDP20, HOPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits ofof Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +2S.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wlndbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.19 019 w4-16 DSIUO-1K479: Canyon 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 windbome 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, 6RST, 4RSF, 6RSF, GDSS, GD5SV, I GRSS, GRSSV, ARSS, ARSSV, EOSS, EDSSV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Certification Agency Certificate FL15279 RS C CACLeticr with proof of contract and proof of Inspe tcIon.pdf FLIS279 RS SCAC_wR_U$tlna_InjtArt pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279_ k5_1I_.03046_Rev07.pdj Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Patty: IDouble -skin Insulated PUR (exterior skin 27 ga. min.; - Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate 5 53?aKS CSA_CLetter wlth_proof-of contfact_aitd_p_r22 of In$pection_pdf FLt5279 RS C CAC w4_Listlng_lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15j79 RS 11 1041E.RRr<v0pdf 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. ruin.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16' 0" wide) WINOCODE® W4 Garage Door Certification Agency Certificate FL15279_ RS CCAC Letter with proof of contract and proof pjjnspection. pdf FUS279 RS C CAC W4 Listing Interte1c.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RS Il 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate 51 27_9_R5_G CA _LetteLv iLilpLO.of gf_SQntrt_Snd_pro0( of in$ggr n.pol FL1S27- 9 ftS C CACW4—L,isting_latertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions EL15129_ KSJI—XO17.11_8.:Rey-t 5, pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: astir Next 0 0 Page 1/ 8 0-0 C& AW t:LUS : • ehpne: sso-.MINA The State of Fbrlda is an AA/EEO employer.Cooydgm-3007.2111)-stdte gLF4r41d :: akACY_$MCtIIeM :: AccesQKV Statement :: Refund Statement Under Florida taw, email addresses are public records. if you do not want your e-mail address released it response to a public -records request, do not Send elettrent 6 of 7 4/15/2018, 5:17 PM Florida Building Code Online littps://www. (loridabu i lding.org/pr/pr_app_dti.aspx?param=wG EV X... mall to this entity. Instead, contact the office by phone or by traditional Mal. ff you have any questions, please contact 950.41417A 395. -Pursuant to Section 155.275(1), Florida Statutes, efrective October 1, 2012, ecensees licensed under Chapter 455, F.S. must provide the Department wan an emal address V they have one. The emaR provided maybe used for offtial communication with the licensee. However emad 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 pubis. To determme if you are a bcensee under Chapter 45S, FS., please thick ltefc LIM Product Approval Accepts: E- Credit Card Sale 7 of 7 4/15/201 S, 5:17 PM f.1Ao.ae WOOD •ra 91mu I MCA in 0. al C O4rmLwr Nmav w1 AA9 A"IN G11eaMI Cm am t m.m„a Inn I/a tou M am SHEET S OF 2 OPTIQUI mAzwG MAY BE STANDARD OR &PACT RESISTANT CLAM. SEE SECTION B-B FOR OETA'IS. NAIL. STANDARD SM 6 42-1/2 0C. IMPACT RESISTANT OL47ANG 6 SI-5/B•al-1/B•. VE 11 w I IFW71 I FIN111 SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B•; TRACK AND JAMB DETAILS. m r, nL a. mn .ate Ie ma& r(w. &pla i Guam flvn wyV* mpr—v me+ Bur e I - ME SHIP LAP JOINTS. it DENSRY POLYSTYRIX FOAM WSUIAnON 1-s/1B' TNxx WITH vwn wmau BACIQ QNSULATED MODELS ONLY) 25 CA MIN. GLV. MM SKIN WITH A BALED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF SLED. SIGN. ne mr Lo Lame va emr ,W- AA M lam-W M ra,/L L CaS•oe 1 Oat® wow»au00p1a 4 eummwftcan a N tl sroLeicam" O. 4WNAm mimic w VIM IO m Is w m O® lGL LCe LC I LC A W.m.Ma e eI e 1 v s Clapay aw ing Products M ° ON 4WE go- 1nnV (533) 770-4aw 3' TALL U-8AR A -AMISEC(SIDE NEW1 20 G CALV. STEEL MIN. MOLD STRENGTH' 50 KS, 2' THICK -+3•r I-7/B' G CALV. STEEL TOP ETALC CACAM ROVER HIMM H HINGE FASTENED TO Elm ES WITH (4) /14a5/B- METAL SCREWS AND (4) 3/4• SELF TAPPINGIEWS. SEE NEW 'B. Y TALL 20 G GALV. STEEL U-BARS IN A 2-1-2-1 PArTERN Q.E. TWO U-8ARS ON BOTTOM SECTION. ONE U-BAR ON NUT SECTION. ETC.). EACH U-BAR ATTACHED WITH (2) 1/4-il/4• SE F TAPPING SCREWS PER STILE LOCATION. G CALV. SIED. BOTTOM BRACKET. HED WITH (2) §14L5/B- SIEET METAL SCREWS. UM EXTRUSION NUYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF ! -24.5 PSF TEST LOADS: +38.0 PSF ! -37.0 PSF VDQXMl w.TN- AAX 1 SM W-2F153 W4 1VO V K 16'O`H S/97 TEsamlln4 CLASSIC AND CH RP STEER PAN DOUBLE -CAR, IOw +24/-24.5 PSF JAC B louvrmaImam 101711 IBCmww I l.ln D11= 1111CIlil 13zoi ,call m P w Irai a a. UO Y1 mimI daftmmm M.IIOImRVIlAr 77 aamaast a q aaalaai0tatlRnI- i 1a Iw CamAllaft aaMP.n Nb' slEl14 rea tOIIi a v m¢uam wIm mo[ID c= r It laaaal 11 1 attC aura ma m1c wgeli a.I 1 M a Vla later tew a err mam A alOM a r ran mmOt 111 ill 1a11e (. aaaa. 1• MI iarnu K m ma. wal amAll M a[ mrmmm AlaIa11 .0 a m nD& . wl Ioatoo swAaC ao aat.rllm m a= AN9a tan aa 0®G aom A rd w as-+o. , Ilaaa at9v e o1nty l ala w.1 aID as OaIOIa m .tat N/pla6 P.t1DOm rapl .1IA COPmaM1a6 I 41mv I amav a• Im• a •• an ran sm mane a eras Pmwml IIa am a lap "a am GIs. oa.. ama no Aat a a Gal. nm anpa maw IMPACT RESISTANT ASSEMBLY DETAILS DRAWTMO 1 D 171 1- A n' paN 9-R TIMPACT- RE-aSTANT GLAZING OPTIONI raAl 10 aom alt Wam% i.v-. a eoP. Ia,aa ao lde0. as. rleoc mime Imm aaao am a am auPO. m In moo r-rom A IMt 1 lM w . yr llal Ioo rlaat an to" i oia STANDARD ASSEMBLY DETAILS DRAVAP40 1102721- 8 rIMF[ a00FMIT li[ & WAMawOl II" mma aar.tt mart rawca.ba Lm Me l Isyr Pa Ido saaTa SlaAssam- Y, dmaI .eaalt N6 aPla.alt O .11101a ad RAtat a Arad aM <fK be can CON " OdT amwlm M COOLWIR iM 110 mll 6mmcm M Imo Iam aNlam011i w MIIa1W AINIVA1C CUZ OR allOallaOlPa ahem M Im M awrcl mw- =Gm to mlo Tom mllPlm to nvmc). SHEET 2 OF 2 Ir.1yp' us im 11 1=4 I rvl 11POI aa1®. \ Is G Gal. lem aGI I AWR= m a i l Ioa ID. E0ltlljpl) ii I(•ftni• e/ram a111101 4900 A I. G "V aaual ma 99. Iaat 1m nOOI a1.7a1s. r.a0aa m m in0 IaM µ) CO nol aalea Il.yr errs ImI sacs aO IQ v/r aall P wn wwle axw. OPE) A110N ABOVE THEODOR f1mlG c yryr mr 1.a1/l' ewMl OOFS I+ Ot N:ttT THE aellD DN NOT LOAD RATYIC OF iM6 DOOR OQPm sm Doer al lnmaar ma swan m Don amr101 0a am a' I.0 aooe ao um1 1 M aural v M alg0ae aIICN\1t OaOnS IlPal M piLM i laaa Qwnl wol am leMmDD ra Init lalm la G Clly. alm /Ire gIOLL7. L1W 10P 8RaC14T W Vla'4--a/r a0 00 1. 90K DOUIXE NORQONGIL Ima C. as am Y oax am mlac Pr Pot DaOa@ av q M. a-1R1Af G GV. aim A/a[ man P{I 4) V" WAMM Pa as limll .921A. UM ( it am nags o1a r ma a ma — Usage k MW SESrE*MJ). P.1 P.L Awft Clopay aMS DUKE ding Products u150l1 ON :Leo u nnnv ( 513) 77D-4600 10,01 alaal .Hooda0- Iol w tIP. >-1/ rn] G Gal. tale pa nwll aa.aaA ra A I a Eir1A' iOt POI me m 1r 8 Pm a uero Aaa I a> ma 110W eau L• coo ioM awu am lVm Am COWIL I Wi DESIGN LOADS: PS +24.0PSF k -24.5 F TEST LOADS: +3&0 PSF k -37.0 PSF C: PAN-2F153 .DGLOQ lama: aAx ® ' W 4 16' 0'W a 16.0•H 1/3/97 CLAMC AND CH RP STEEL PAN a an JAC DOUBLC-CAR, 16-W +24/-24. 5 PSF 1¢D M' MWW B aavao — 101711 ivub BC Florida Building Codc Online https://www. fl oridabu ild ing.org/pr/pr_app_dtl.aspx?paranl=wGE V X... Business Professional 1 Regulation acts Home ; Log In i User Registration I Hot Topics submit Surcharge i Slats a Facts Pub1cations I FaC Staff ! Bets slit Map I Links I search I Fl rida I 'f Product Approval r USER: Pubic Userdrtra4j/; 7 odNa WitowilMenu > I' idlS I-o! AItpketW0.SSArM > Makpt%Ign skit > AppRotbn Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 650 West Market Street Gratz, PA 17030 717) 36S-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsidinger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung 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 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1 of 4 4/13/20'18, 7:65 AM Florida Building Code Online https://www. Floridabui Id iiig.org/pr/pr_app_dtl.aspx?param=wG EVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summar f_-__.-.-.y of Products 01/15/2018 01/15/2018 01/21/2018 FL — Model, Number or Name Description 17499.1 -_- - 185 SH 136x84 Fln/Flange Frame IG/SG Impact Single Hung 1 Limits of Use f Certification Agency Certificate - Approved for use In HVHZ: No i FL17499 R3 C CAC MI WlnOows 185 U_(FlnI Imoact Approved for use outside HVHZ: Yes L).pdf Impact Resistant: Yes FI,174Q9-g3 1 n 1 vf, - ]85 SH (Fin) IInQ t ( Design Pressure: +55/-55 Qpne.Qgf Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be fi1L49`? R CA. CMI Windows - t85 SH (Flange) ImQWbeddedInPecora896sealant. W.Q f 17499.2 1185 SH Limits of Use Approved for use -in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: +60/-60 Other: R-PG60 r_ ----__- ------ 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* I 17499.4 -- L185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60* U7-1192 R-CCAC W_WindgwS - 185 SH CRILtgel ImQ p4f Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions S1Z429_R3^IL_0:Q25458,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133218- ,.pof Created by Independent Third Party: Yes 52x72 Pin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FI.17499 R3 C CAC APC(-133WF}226,01-109-4.L-_P 05 N(1:LG wa v r),pdf 199 R3 C CAC MI Windows_)85 SH (Fr3)_(31),pQf fi • 17499 R3 C CAC MI Wl dows - 185 SH {fln(13),Q f j ftt7499_R S 9C1 1t_yY ndRWS=a;}`zSIttrjon-gs) 1Z4,).Ddf Quality Assurance Contract Expiration Date 10/ 08/2016 Installation Instructions Fy1749- 9 R3 II 0 -02 2B,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports I FL174,22__R_jAE 5.1 278-4 pdf Created by Independent Third Party: Yes - _ — 36x84 Fln/flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate — ELI749ZR C AC?fit _CL3 E1729A.1-109-47ji0_j0 SH ( f _G waiv4LLr&f FL17422R3- C-CAC- L wlnQQws - I SH_(ElN-W 'pdf CLU- 422 R3 C CAas SH (FIQ)_(141.odf fl 17499 R3 C CAC_ f_WIndowS - 185-Sfl (E[4r gg) 1j.Pdf Quality Assurance Contract Expiration Date 10/17/ 2018 Installation Instructions FL17499 R3 II 08-025508,Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLt7449 R3 AE 5133288-_%pdf Created by Independent Third Party: Yes 3601 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate — F 174 2 R3 C_CAC AP C M0462.01 LSi9 47-RO _185 SH 442522)_W Quality Assurance Contract Expiration Date 04/25/ 2022 I Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www.floridabuildiiig.org/pI/pr_app dtl.aspx?parain=wGEVX..., I I L17449.5 - 165 SH Limits of Use-_- y--- -----.•— • ` 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.E 185 SH Limits of Use I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 i 17499.7 r18S Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other. R-PG50' I 77499.8 185 Twin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FLl 9_R3 11 06L03163.pdf li Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports UA99. k344-5-1AU2.pdf Created by Independent Third Party: Yes 52x72 Fin/flange Frame IG/SG Impact Single Hung Certification Agency Certificate f1174 9 3 C CAC_MI Windows - _ 4 (fi_Lmpai;k ZL01 111 99 03 C C M1 Windows - ]AS SH (&i) Impact 3)_Qdf E4UA22_ft3 Cyr MI windows 18s SH_(lsing l ImpAcs RIPdf FL17499 R3 C CAC Mtwindgws - 1.9_5 StL(fja gej Impact LS.pd Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions LU 4799R3-11 08-0Z5448-1.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports ELU4_Q9 R3 AE 5A3320B_l,pdI Created by Independent Third Party: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Agency Certificate Fu.99 R3Cr i APC(a3 62)E1725tQ1_10 7_RO__ls$ SM(f_LG waiv _r C 1.8A 2i_t X84 Rf>0(QU918),pd.( fL174 9R3 C CACs`ll N1,Indows - S85 SH (Fin)_(1`O.p9P fL1749 R} CCA tI Win s _ 18 SJ Fin)_(9•pdf EI.1.7499 U_CQAC__W win4rnv_s 185 5H (F(Onoc1 f9),Qpf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions ELA7499LR9_Ir 08-0?5.4-%:2.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports E-U7499_.Rt3--Ag_S-i3322(3_2. pdf Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame 1G/SG Single Hung Certification Agency Certificate _ _ - f_L]1249_CAC_Wiie4ows=>S HJ iPlllEiN 3),Pdf EL17499-R3 C_CAC MI Windows LOS 5(1 nipje jF n) 4).Rdf FL17499_93CAC,-MLWIoOow - @5-5H Triple-(f-large) 3). pdf EL. I 49-9 It __C_CAC-Ml_Windpws_1 0.5_511_n.iplt([jAp L41W Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions Et. 1799.9 R3 Ii 0_8,0.259@B•Pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports fL17_ 499 R3 A[ S W-248_G_pol. Created by Independent Third Party: Yes 106x72 Fin Frame 1G/SG Single Hung 10502 Flange Frame Il IG/SG Single Hung - — Certiricatlon Agency Certificate — V EL174. 9.9R3 CJlC M_ I windows _] S SH (Wln LFinj 3), pof FL37499 R3 C CA M IW nduws_ 105 SII l)Nln (Fin 4j, P4f EL17499 R3 C C C_M11 Win ows_119-5-SH Twin (f aogg!1 3 or4 4/ 13/2018, 7:05 AM Florida Building Code Online 1)ttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Ii &QA22 fi3 C [AC Ml Wlndows_IQ_$H Twiti(flangQ) l Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions I FL174-?4 93 1 oI6-025478-7.pd Verified By: Luis R Lomas PE-62514 l Created by Independent Third Party: Yes Evaluation Reports - - ft7422f33 AE 51312af3-7Rdf Created by Independent Third Party: Yes Badr Nect LCLtact us :: 2601 Blair Stone Nnadn aha Se FL 32399 phone: a50•SkL- 182.4 The State of Florida Is an WEM employer. Coovrioht 2007-2013 SULe.4LFl I" :: I'htafy-Statement :: AceesslbiwyjIMUlMni :: Refund Statement Under Florida taw, emad addresses are public records. IT you do not want your a -mar address released In response to a public -records request, do not Send electronic mad to this entry Instead, contact the office by phone or by traditional mad. U you have any questions, please contact 8S0.487.INS. 'Pursuant to Section 4SS.275( 1), Florida Statutes, efrecltve October I. 2012, licensees dcenSed under Chapter 45S, F.S. must provide the Department with an emad address It they have one. The emalls provided 1114y be used for offlctal communication with the licensee. However emad addresses are public record. U you do not wish to supply a petsonal address, please Pravda the Department with an emad address which can be made available to the public. To determine d you are a licensee under Chapter 4SS, F. S., please click oe[t Product Approval Accepts: Credit Carol Safe 4 of 4 4/13/ 2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY Wffh 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 CPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2• WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL EE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRET= OR OTHER STRUCTURAL SUBSTRATE MATERIAL. S. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REDUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF I/IE• 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 CO=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. i3. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE §8 WCOD SCREWS WITH SUFFICIENT LENGTH TO ACh1EVE A 1 1/4' MINIMUM EMEEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I RLv I OESCRIPITON I DATE I -PP"Eo 1 A REVISED ANCHOR SPACING do CMARIS 0:/11/16 R.L. B I REVISED CLASS 10/02/1 % 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 Vn1H SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE Wfm 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME I..470 METAL STRUCTURE USE 010 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. id. ALL FASTENERS TO BE CORRCSION RESISTANT 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH, Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KS1 OR ALUMINUM 6063-TS FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO DESCRIPTION i NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI LLCDEDOORE L1O4j//iT6soDwWSESTIA1n511ft.. GRATZ. PA 17030-0370 0 51 * = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON-IMPACT 5` NOTES. TAT Ofo , i'Aps;c10R10t; TMtHTt axs 40. REV N.G. 08-u0TE2E549 S AL"' Luis R. Lomas P.E. fl No.: 62514 DATEsmfNTS 12/29/14 1 OF 11 L ROBERTO LOADS PE I4W WOODFORD RD LEKa6WUE RC 27CM 4J4.6A9.M9 r6wrn>,/WTtspta4 7 I FF HE 2' tAAk 52- MAX FRAME WIDT" i---!- 16' MAx O.C. I M O.C. G ll 2. t Ax AME iGHT 4 X 1 2' AAA 52- MAX FRAME WIDTH -- 2" mAx IS' MAX O.C. --{ 2' aa J_ 16' O.C. OMax 2" 1— ys AX AME 4 L I X 2' MAX 185 ALUMINUM SINGLE HUNG WINDOW 18S ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 8 FINLESS INSTALLA TOM FLANGE 6 FINLESS INSTALLATION SEE CHART 01 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART N7 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RA77NG I IMPACT RATING t60.0PSf NONE NOTES: 1. MAXIMUM SASH SIZE: 51' X 36'. 2. MAXIMUM SASH D.! 0.: 47 5/8' Y. 32 1/2'. 3. MAXIMUM FIXED O.L.O.: 49 3/8' X 32 1/2". EP LOCK AT Vo FROM TACKLE 6AEANCE AT Rcrlslolrs F7 DESCRiPiWt Gft APPROYte A P.EVISEO AI:CHOR SPACrNG lr CHARTS 07/11/16 R.L. 8 R1gSEO GLASS 10/02/17 R.L. CHART #1 Number of anchor locations required Frame Frame Width In Height 18.00 1 24.00 1 30.00 36.00 142.00 1 48.00 S2.00 8n) Hood 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 38.00 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 4R00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 Still) 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 a 5 W.DD 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON -IMPACT FLANGE do FINLESS ELEVATIONS N.G. 108-02549 srvr NTS — 12/29/14 1-2 OF 11 L. ROBERTO LOWLS P.E. 1432 WbODFORD RD LC-YJSVLLE NC 27023 4N480.0609 dbffespkftxqMc= SIGNED: 1211412017 5 R I IL0 j ,, 61251• * - TATOFOF Fs;' c OR10' s1OMA 11Ea Luis R. Lomos P.E. FL No.: 62514 52' MAX FRAME I'IDTH 2' MAX 10" MAX O.C. 10" LI 52' MAX FRAME WIDTH 2' MAX 2' MAXZ--F 10' MAX O.C. 2' MAX le I 111 0 MAX O.C. MAX O.C. I 72' 72" MAX MAX FRAME FRAME HEIGHT I / I HEIGHT I XjV_ X t 2' REMS06 DESOMPTC: CATS I N'PfMl:D REVtSEC ANCHOR SPAONG @ CHARTS 07/11/16 R.L REVISED CLASS 1 10/02/17 R.L. CHART#2 Number of anchor locations required Frame Frame Width (in) Height on) 18.00 M d S Jamb 24.00 H d S Jamb 30.00 H d S Jamb 3&00 N d M Jamb 4200 N d S A7mD 48.00 H 6 M JomD 52.00 H d S Jamb 24.00. 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42W 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4&00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 4 00 3 6 3 6 4 6 5 6 5 6 8 8 8 8 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 60.00 3 8 3 8 4 8 5 8 5 8 6 8 B 8 7200 3 8 3 8 4 8 1 5 1 B 1 5 8 6 8 6 8 185 ALUMINUM SINGLE HUNG WINDOW 785 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FINWSTALLAT)CW SEE CHART l2 FOR SMALLER UNRS REQUIRED ANCHGRS SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATNG t6O.OPSF NONE INOTES: 1 MAXIMUM SASH SIZE: 5i" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2'. 3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2'. SIGNED: 12/14/2017 NI WINDOWS LLCiR1L0650riESMAKETTRET GRATZ, PA 17030-0370 Jp 0 552" SERIES 185 ALUMINUM SINGLE HUNG WINDOW X 72" NON—IMPACTFINATATELEVATIONS5EOF F• FLORIOP• Al DRAWK oaiC . 5Ev 08—OaZt549 B 0 N A 1tS 1G Luis R. Lomas P.E. FL No.: 62514 SCALE 1uTENTS 12/29/1a 3 OF 11 L ROBERTO LCaMPE 1rp %00OFOWRDLENI6VIIJ.faNC2=3 m44.6894" om REVISDNS 1/2" MIN REV RESCWPIDN EDGE DISTANCE REVISED ANf.HOR SPACYNG do CN4RT5 WOOD FRAMING OR 2X DUCK D RLV15ED GLASS BY OTHERS I 1 1/4" MIN. EMBEDMENT BACKER ROD k APPROVED 17 4' SEALANT I SHSM SPACE 1 MIN. II III f',O WOOD SCREW EMBEDEDMENT INTERIOR MIN EDGE DISTANCE 110 WOOD J I SCREW / WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SE i IN A BED OF APPROVED STRUCTURAL SEALANT 1/4• MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FbVLSHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2'I 12 1/e" MAX. SHIM SPACE INTERIOR BACKEP. ROD k APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION DATE PPRQ'ED 07111/le R. 10/D2/17 IRL SIGNED., 1211412017 MI WINDOWS AND DOORS, LLC 11111117j, 650 MARKET T 011 v,\S GENS GRATZ, SPA 1703050370T05 # = SERIES 185 ALUMINUMSINGLEHUNGWINDOW52" X 72" NON —IMPACT 04_ FLANGE INSTALLATION DETAILSD, TAT OF 4u — D o4PS;°L0R10* G muwN nac no. R_ 08 s 2F549 B Luis R. Lomas P.E. FL No.: 62514 sxE a1E NTS 12/29/1c 4 OF 11 L ROBERTO LOL44S P E. 1432 WOODFORDRO L_ nNSVAA.E NC 2AW 434-&V4M ,aa+ xmVbbN=. am METAL STRUCTURE BY OTHERS APPROVED SEALANT 1 /2' MIN EDGE DISTANCE A 1/4" MAX. rSHIM SPACE 010 SMS OR SELF DRILLING SCREW 10 SMS OR INTERIOR SELF DRILLING SCREWS I/ 2 MIN. EDGE DISTANCE META EXTERIOR i STRUCTURE 9Y OTHERS SILL TO EE SET IN A BED CF APPROvED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4- MAX. ShIM SPACE METAL STRUCTURtEE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2172 Re s oNs DEs:10PIMN CATE I PPRCVM REVISED ANCHOR SPACING a CHARTS 1 07/11/16 R.L REVISED CLASS 10/02/17 1 R.L. 1/3' MAX SHIM SPACE INTERIOR EXTERIOR SACKER ROO APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLION DETAILS ORM. cIs. 8N. G. 08-02549 u2 NTS IDAC 12/29/14 1 S"tr'5 OF 11 L ROSERTO LOMAS P.E s4V NOOOFORO RD LEH7SVR.LE NC 2AW 430 6111!4M cm SIGNED: 1211412017 R I ito 9Lp TAT Luis R. Lomas P.E. FL No.: 62514 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS c a OPTIONAL 1X SUCK • ' • ° e EMBEDMENT MIN SHEET SEE NOTES 3 — 7 i •I H i I I 1 1/4' MAX j SACKER ROD SHIM SPACE do APPROVED SEALANT 3/16" 1APCON 1 1/4' MIN. EMBEDMENT CONCPETE/MASONRY BY OTHERS F- o 3/16• TAPCON a 2 1/2' MIKI. EDGE o DISTANCE Rh95'D.S DESGOvroN Wrz APPP'xm REVISED ANCHOR SPACING & CHARTS 07/11/16 RL. REVISED CLASS 10/02/17 R.L. J 1/4' LAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR do APPROVED OPTIONAL IX BUCK J SEALANT SEE NOTES 3 - 7 SHEET 1 JAWS INSTALLATION DETAIL CONCRETE&MASONRY INSTALLATION SILL TO BE SET NOTES: A BCD OF 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, BACKERINROD APPROVED NOT SHOWN FORCLARRY. do APPROVED STRUCTURAL 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE SEALANT SEA1AN l DESIGNED IN ACCORDANCE 1MTHASTIN E2112 SIGNED: 12/14/2017 OPTIONAL IX BUCK 1/4- MAX MI WINDOWS AND DOORS LLC 11111IIr/rSEENOTESH'ET SHIM SPACE R. LpI j 650 WEST MARKET STREET GRATZ, PA 17030-0370•GENSF 5 CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW D 5 'r4[ e•+ BY OTHERS 52" X 72" NON -IMPACT o a• FLANGE INSTALLATION DETAILS 7 - OF DOWN Owc a REV 4 N.G. 06-02549 77j/OMAsarENTSwrz12/29/14 sH T 6 OF 11 Ill\` VERTICAL CROSS SECTION CONCRETSMASCWRYINSTALLATICN LROSERTOLONASPE 1492KV DFDRDRDLEK?SVL Luis Lis R. Lomas P.E. 4944W-C 9 *WW& MMLWetOmAL FL NO.: 62514 WOOD FRAMING OR 2X BUCK BY OMHERSBACKER ROD APPRCVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 2' MIN EDGE DISTANCE 4• MAX. AM SPACE 010 WOOD SCREW SILL TO BE SET IN A =ED OF APPROVED STRUCTURAL SEALANT 1/ S• MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. WTFERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHONN FOR CURT. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4 MIN EMBEDMENT 1 1/ 2- MIN EDGE DISTANCE 10 WOOD SCREW P: OOD FRAMING OR 2x BUCK BY OTHERS atvrswas RN DESCAOlIKN D.1E I .Mmm A REVISED ANCHOR SPACwG & CHARTS 107/11/16 R.L. B REVISED CUSS 1 10/02/17 1 R.L. 1/ 4• MAX. SHIM SPACE EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALL ATM NI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS DMVI! 7N0. N.G. 08-02549 VALE NTS JcAlrl 12/29/14 Smc 17 OF 11 L R=RTD LOWS P.E KV KWOFORD RD LEWSVtL E NC 27027 430- 694M -rlmr - cm SIGNED. 1211412017 5 1ft IL V TATOtS: cL0RI0P BONA j1Ea\` Luis R. Lomas P.E. FL No.: 6251 A 1.0AL STRUCTURE BY OTHERS APPROVED SEALANT 1/2• MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE RNd0y5 REV D':SGIIPIION MA APPROVED A REVISED ANC-IOR SPACING k CHARIS 07/11/16 R.L B REVISED CLASS 10/02/17 RL. 1/4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW 110 SMS OR INTERIOR SELF DRILUN- INTERIOR SCREWS 1/2' MIN. I EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE S APPROVED EXTERIOR BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATION SILL 10 BE SET IN A BED Or' APPROVED STRUCTURAL BACKER ROD lxfF SEALANT 31 APPROVED SEALANT i/4" MAX V _ SHIM SPACE SIGNED: 1211412017 STRUCTURE EY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINLSHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND J0067SEALANT BY 07HERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS D%mt NODAY. N.G. 08-02549 5CAU NTS I WE 12/29/14 "ECIS OF 11 L ROBERTO LOMAS RE 143?141'D RD LEWSNLLE. WC 27W3 4-u-M- 909 Nm 1c" R!'L G E N tF 4'p 0,,61251 1t = o T,,ATTccE OF u 40NA `10,, \\ Luis R. Lomos P.E. FL No.: 6251 A 2 1/2- MIN. EDGE DISTANCE CONCRETE/AwSONR: BY OTHERS " ° e 1 1/4- MIN. OPTIONAL 1X SUCX ° EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1 — T 1 1/4- wx J BACKER ROD SHIM SPACE h APPROVED SEALANT . 3/i6' T.APCON 1 1/4' LAIN. EMBEDMENT CONCRET_/MASONRY BY OTHERS 3/1G- TAPCON 2 1/2' MIN. EDGE DISTANCE i i REVWNS vsCPoPiION CAM I MGAWFo REVISED ANCHOR SPACING R CMo4TS EO7/11/16 I R.L. REVISED GLASS 1 10/02/17 R.L. OPTIONAL IX SUCK SEE NOTES 3 - 7 SHEET 1 1/4' MAX, SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET EIMASONRY INSTALLAT IOAI r SILL TO BE SET BACKER ROD APPROVED IN A BED OF APPROVED NOTES; 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT STRUCTURAL NOT SHOWN FORCLARRY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL Ix SUCK i /a' MAX. DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: SEE NOTE 3 - 7 r SHIM SPACE 1211412017 SHEET 1 1 --- r MI WINDOWS AND DOORS, LLC CONCRETE/MASONRY 1 650 WEST MARKET STREET GRATZ, PA 17030-0370 1111 I III// J\? (• L ci 1" /" c' E NSF •(p ` BY OTHERS n SERIES iBS ALUMINUM SINGLE HUNG WINDOW 52' x 72' NON -IMPACT FINLESS INSTALLATION DETAILS Htr A , TAT OF oiuw,c vwz vo. atv i/ • (ORIOA • • 08—OL2549 B VERTICAL CROSS SECTION NTS 12/29/14 9 OF 11 CONCRET&MASONRYINSTALLAITOW L R0BERIDILIY4.SP.E I42VW0DFWROLFNISVGL—'ACM" 434'dw4w AWMAS MOMPO"M Luis R. Lomas P.E. FL No.: 52514 APPROVED SAANi BEHIND FIN i 7/16" MIN EDGE DISTANCE 7/16- MIN EDGE DISTANCE APPROVED SEALANT FJiIND FIN 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE IS WOOD SCREW VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION Dcs.'luPWN DATE I APMDIM REVISED ANCHOR SPACING k CrURTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. WOOD FRAMING __i/4' mAX BY OTHERS I r SHIM SPACE I , i 1/ 4A/l MIN, MBEDMET__ W APPROVEDI SEALANT BEHIND FIN 7/15- MIN —IIIEDGEDISTANCE I2 WOOD SCREW INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BVCX INSTALLATION NOTES: 1/4- MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM S.DAC E NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTNASTM Eli 12 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRAT2. PA 17030-0370\,,G 111 11 I/,7j, g It LO F NSF9cpFWOODRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW pN0 5yt' * = 52" X 72" NON —IMPACT yGr>„t Ls1.ro5_ FIN INSTALLATION DETAILS 0 , STATEE OF oswN: orc »o. ati i Fs,;cI0RMt.-Gay'`• 08 u2Os49SN".Gt. WTLNTS 12/29/1a 10 OF 11 L AWERTO LC"4S AE 14V NOQDF WO RD LEVAS% IZ AC210M Lomas P.E. LP. Luis . FIL . 62514QU4115.0609 /eaT .cam iT 2 3/16' 13/t6- L __j FLANGE FRAME HEAD CM• 18501 ALUINNUM 6063-T5.D50' THICK 1— 2 VIC —j 3 3/8" I 1— FLANGE FRAME SILL CM-18502 ALUMINUM 6069-TS.055' THICK r LOCK AA/L/STILE CM-18505 ALUMINUM 6063-T5.062' THICK 1 T— GLAZING BEAD CM-18-W RIGID PVC .0-W THICK 1 7/8' 2 3/16 I IL FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5 owl THICK FINLESS FRAME SILL CM• 18554 ALUMINUM6063-TS 055"THICK F i —1 7/16' 2 5/16" L SASH BOTTOM RAIL CM-18555 ALUMINUM 605345.050' THICK t 3/8" 1S/1o" 1 SASH STILE CM-I8507 ALUMINUM 6063-T5.050• TRICK 2 3/16' 1 1 5/16" -- tl—— 1 FINLESS FRAME HEAD CM-16553 ALUMINUM 6063.73 050• THICK 2 3/16' FINLESS FRAME JAMB CM. M513 ALUMINUM 606345.050' THICK 2 5/16" I 2 3/16' 3 3/4' 2 5/t6" 7 FIN FRAME SILL FIN FRAME HEAD CM-18509 CM-18508 ALUMINUM6063-T5.055'THICK ALUMINUM6062-T5.050'THICK 2 3/8" 1 2 3/16" L MEETING RAIL FIN FRAME JAMB CM-16501 CM-18510 ALUMINUA160G3-T5 055'THICK ALUM/NLM16063-T5.050'7H/CK LV61CN5 DCSCR PRDN WE I AP -ROVED RIDASED ANCHOR SPACING Y C:ARTS 07/1t/16 R.L. RtiISED CLASS 10/02/17 R.L. 5/8' -- 1/8" ANN. i 1/8" ANN. 1 /8" ANN. 090 PV8 BY KURARAY METAL REINFORCED BUTYL SPACER EXTER ft I I INTERIOR 1/2" BIT= SILICONE I I SEALANT 1 SETtING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 125 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON -IMPACT COMPONENTS N.G. 1 08-02549 WA'x NTS a`tt 12/29/14 slay 1 t Of 11 L ROBERTO LOMA.S P.E. 1-132%OC10FORD AD LEKISVflLE. AC 2= 4364"4" Awasebtavotozq SIGNED: 7211412017 1R ! I L 04f GEIVS 9i1+ 9 A OF OF•'c OR10P• '' Luis R. Lomas P.E. FL No.: 62514 Florida'Bildiding Code Online hitps://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX... 1 Professional -Regulation ramp SCIS Home tog in , user Registration Hot Topts I Submit Surcharge I Stats a Facts Puhacatbrs FBC Stag I SCIS Ste Map Links I search a r Product ApprovaldbIUSER: PubW User f. diRtAnOI xal tM.riu > Pralurt ur Annl Y g_Cn,.rU > AP2 k?lion L5t > Apphotion Detail FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@mlwd.com Authorized Signature Brent Sitirnger 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 I of 3 4/13/201 R, 7:21 AM Florida Building Code Online https://www. Floridabu i Id ilig.org/pr/pr_app_dtl.aspx?pat-am=wGEVX... Date Submitted 03/26/2018 Date Validated 03/26/2018 Date Pending FBC Approval Date Approved 03/27/2018 Summary of Products i FL # — I Model, Number or Name Description 15349.1 j185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 12786,12787.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/03/2023 Design Pressure: +60/-60 Installation Instructions Other: CW-PG60 FL15349 R30 II_08 .02357B_pdf Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Parry: Yes Evaluation Reports FL15349 R10 AE S13124B.Ddf Created by Independent Third Party: Yes 15349.2 r 18S PW — 1159 x 54 Triple CHS Insulated Glass Limits of Use - I Certification Agency Certificate Approved for use in HVHZ: No 1 FLl 349 R10 C CAC APC 1S350.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 01/24/2021 i Design Pressure: +55/-55 Installation Instructions I Other: R-PGSS FL15349_R10 I1_08-02949.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10_AE 513783.Ddf Created by Independent Third Party: Yes 15349.3 185 PW impact — 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate - - Approved for use in HVHZ: No FLL5349 RL0 C CAC AP ]54!L f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass FLL5349 g10 II 08-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutla Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15.349 R10R S f 32.02,0Qf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass iLimits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 8272.Ddf Approved for use outside HVHZ: Yes FLiS349 R30 C CAC APC 8273.pdf Impact Resistant: Yes i Quality Assurance Contract Expiration Date Design Pressure: +5S/-SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior- spacer- 3/32" annealed ELL 5349_R10_II 08-016146.Ddf t / 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 512278 df Created by Independent Third Party: Yes 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/-SS Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass consisted or 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. 96 x 60 Insulated Laminated Glass Certification Agency Certificate FL15349 R10 C CAC APC 7962.pdf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349 R10 (l 08_01613B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2of3 4/13/2018.7:21 AM Florida Building Code Online https://www. floridahu i ldiiig.org/pr/pr_app_dtl.aspx?param=wG EVX... EL15349 R10 A33?J QQf Created by Independent Third Party: Yes Back Neat Contact us :: 2601 Stab Stone Road. Tallahassee FI.32399 Phone: a50-4e7-1824 The State of Flo da a an AA/EEO employer. CdwridM 2007-2013 Stale of Florida.:. EckSlaftMellt :: Ardessift, Statement :: Rehucl Statement Under Florida law, emaa addresses are public records. If you do not want your e-mal address released in response to a pubic -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 950.487.1395. -Pursuant to Section 45S. 275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 455, P.S. must provide the Department with an email address P they have one. The !malls provided may be used for official communication with the licensee. However email addresses are public record. U you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click ire . Product Approval Accepts: LRZ ® WRO-11I'K, Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2, WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X 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 EUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX 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. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE y6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVsaONS OESCAL'iwm I WE I APPMNM REVISED INSTALLATION DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 1 10/27/16 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE. MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU=3OKS1 .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111WO16 MI WIND DOORS, LLC ft. OWw MNDKET S L o i% v 9J1 i GRATZ, PA 17030 GENd+ 51 ; SERIES 185 ALUMINUM FIXED WINDOW/F10 73' X 72" NON -IMPACT NOTES o0, TAT- OF'kZ OF•:[OR10 • ' i//S oNNbrr orc No. REv 08-02357 B 10NA I. j1f 1G Luis R. Lomas P.E. FL No.: 625I4 srxt o.1ENIS 09/03/14 1 OF 12 LROSERTOLOVASP.E. 1412 NOODFORO RD LEWISVRL.E NC 2700 430-SM-O 09 dbma*bkma%w mm 72 1/2' MAX FRAME WIDTH F&VISIMIS eLV DESCRp1fON WE APPROVED 6' MAX r----t IS' MAX O.C. 6' MAX NOTES: A R?:Y6ED 0r51N.tATON DCTAlLS 06/Dt/15 R.L f. MAXIMUMD.LO.: 6934'X68XV 8 RVASED NAME AND ADDRESS 10/27/16 R.L. I CHART 9l 18" Number or anchors requlmd (without dgbd Oilers) MAX O.C. Prams home idtn (In) 24.00 140D 3t.m 1 41" 410D 54.00 ta.00 tam nso I IlieMm) Has pamb Has Jamb Has m0 HaS Has mD Has m maHas Hasjamb Has m HaS mb 24. m 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 MAD 2 2 2 2 3 2 3 2 3 2 4 2 2 4 2 5 2 71 1/2' 1e.00 2 1 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 MAX 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 FRAME I Qm 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 e 3 HEIGHT 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 1 7 4 MOO t0.m 2 1 2 4 3 1 3 s S S 5 5 e s 7 5 esm 2 1 2 4 3 5 3 5 3 e 4 e 5 e 6 6 7 0 71. 30 2 1 5 1 2 5 3 5 3 6 3 e 4 7 5 7 6 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & ® 2 EXTERIOR CHART FORNUMBEROF62 ANCHORS REQUIRED Number of anchors required (with rigid fifi&V 72 t/2' MAX FRAME WIDTH RM.Pram•widtn in) 6' MAX 18" MAX O.C. right 24.00 30.00 1 ism 1 42.00 1 ALM 1 54.00 a* eem T2.t0 6" MAX 1)M Hts me MaS Jamb Has ama Has Porab HAS Jambi HAS PAMD HAS Lftfitb Has Wmb HAS Jamb 2sm 2 2 2 2 3 1 2 3 2 1 2 4 1 2 4 2 4 2 5 2 Map 2 2 2 2 3 2 3 2 1 2 4 1 2 4 2 4 2 5 2 6' L I SBa tsm 2 3 2 3 3 3 3 3 3 3 4 3 4 3 3 5 3 1 42.m 2 3 2 3 3 3 3 3 3 3 4 1 4 3 1 41 3 4e. 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 61. m 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 a m. 00 2 4 2 4 3 4 9 4 3 4 4 4 4 4 4 4 5 4 71 t8• Qm 2 4 2 4 3 4 3 4 3 4 4 a a 1 4 e 4 X MAX5MAXO.C. 71. 60 2 5 2 5 3 5 3 5 3 5 4 5, 5 4 5 5 5 ME i SEE SHEETS 4.7 FOR INSTALLATION DETAILS HFRAHTREFERTO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 11 & #2 EXTERIORVfEW FOR NUMBER OF ANCHORS REQUIRED DESlGA' PRESSURE RATING IMPACT RATING 60.OPSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION R CHARTS DROWN: DWD 00. J.L. 08-02357 NTS o' n 09/03/ 14 sHc r 2 OF 12 L. RWRTO LO.w15 G.E. 14V WWOFORD RD LEWLSVU4 NC 27023 414ye6.0608 fftm'l3vhftT,4w.L11m SIGNED: 11/ 1512016 511 t I ILIO OTAttTttE OF 0R 'PFS; 10 10'NA' S 1\\ Luis R. Lomas P.E. FL No.: 62514 71 1 FF HE 6' MAX 72 1/2" MAX FRAME YlIDTH jIS' MAX O.C. 6- MAX I L t8" j MAX O.C. 1/2' WX AGE IGHT j 6" MAX REFER TO CHART J SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2- MAX FRAME WIDTH 6' MAX —} 18" MAX O.C. —1 6" MAX F I V j j I 18' MAX O.C. 71 1/2" MAX FRAME HEIGHT 1 11 tEFER TO CHART #3 --- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATTNG 360.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 69 3r4' X 88 314' REVISIONS Kv I owr. I APPno. A REVISED 04STALLATION DETAILS 06/01/15 R.L R REVISED NAME AND ADDRESS 10/27/76 R.L CHART ICI NUMbCr Of &=11019 MqUifftf Iffn Inmflad0n irama Fem4 wn1N pn) Is i•M U.00 10.00 3&00 1 42.00 1 4#00 44.00 0.00 Lao 72.so IInI HAS J&Mb HAS ema NAS ma Ht5 mD HASJaMb HAS J&Mb HAS mD HAS ma HAS ma 2400 3 3 3 1 3 3 3 3 1 3 4 3 3 3 3 3 6 3 10.40 3 3 3 3 3 3 4 3 4 3 4 3 S 1 a 3 a 3 3/.00 3 3 3 3 3 3 4 3 3 4 3 S 3 3 3 6 3 41W 3 1 3 4 3 4 4 4 4 4 4 5 4 a 0 1 4LOO 3 3 4 3 4 4 4 4 4 4 4 S 4 a 4 a 4 54.a0 3 4 3 4 3 4 4 4 1 4 4 4 5 4 a 4 a SAW 3 s 3 5 3 3 4 a 1 6 4 s S s a 5 a S O&M3 S 3 6 3 s 4 S 4 6 S s S S 3 6 a 71.50 3 a 3 a 3 a 4 a 4 a 4 6 a 1 S 1 a 6 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72' NON —IMPACT FIN ELEVATION & CHART Oft"Ic ono No. J.L. 08-02357 W"LE NTS 64' 09/03/14 slur 3 OF 12 L ROSERTO LON.IS RE 412 WOODFORD RD LEWIS VILLE NC Plat? 4344 811O 9 rAanrn$am SIGNED: 11/15&016 J\511lkIIILrO4f 0 51 5w A • 'lORID • j '/` DNA l"ImIl1ti G\. Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4' MIN. METAL EMBEDMENT STRUCTURE BY OTHERS 1/4" MAY. J BACKER ROD J SHIM SPACE BACKER ROD APPROVED & APPROVED SEALANT IV" SEALANT 110 WOOD SCREWEXTERIOREXTERIOR uv r cnrvn 10 WOOD SCREW RIGID FILLER BACKER ROD SACKER ROD — APPROVED 1/4" MAX APPROVED SEALANT r D 1 SHIM SPACE SEA' ANT WOOD FRAMING J_ , 11 1/4 - MIN METAL OR 2X BUCK EMBEDMENT STRUCTUREBYOTHERSBYOTHER_ 1/2- MIN. EOGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAL LAT7ON 1 1/4" MIN •----------• tttEMBEDMENT I I F SHIM SPACE 1/2' MIN. EDGE DISTANCE INTERIOR 1 10 WOOD l 1 / u SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK 3Y OTHERS & ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLAT ION 3/4 MIN EDGE DISTANCE 1/1-' MAX. SHIM SPACE f10 SMS OR S°LF DRILLING SCREW INTERIOR 1'0 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. a SHIM SPACE d 3j4" WIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MAX. SHIM41M SPATEF 1I 3/4' MIN. EDGE DISTANCE INTERIOR 110 Sms OR 1 SELF DRILLING SCREWS J// METAL d EXTERIOR STRUCTURE ram/ BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REv1SIdvS RCr GLSCRIPIION WTC APPRWED A REvrSED INSIALLATION DETAILS 06/01/15 ' R.L. B RmSED NAME AND ADDRESS 10/27/16 1 R.L. NOTES. 1. WFERIORAND EXTERIOR F/NLSHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WIND DOORS, LLCOWw. MNDX ET ST. ft L 0 l/. / 1 GRAT2, PA 17030 y •GEN,p 9s"% o,,,&&55 = SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS p jp rI . 'w = OO,• TATE OF ttr` i• • (pR10P• oaum. ING No. plv 2 rS • J.L 08-0235i B NG Luis R. Lomas P.E. FL No.: 62514 sL"L N T S 14E 09/03/14 s"E" 4 OF 12 L. ROBERrO COMAS RE tAT2 %V0DFOR0 RD LEWI9VW4 NC 27M p,-W y ; CONCRETE/MASONRY BY OTHERS CPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET t BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD 2 1/2" MIN. EDGE DISTANCE i 1 1/4" MIN. y n • 1 1/4" MIN. EMEEDMENT EMBEDMENT I CONCRE7E/1AASONRY t/a' MAX. BY OTHERS SKIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 - 7 3/ 16" TAPCON SHEET 1 INTERIOR 3/16" TAPCON 3/ t 6' TAPCON RVOnab REV oE6CR•1104 D.rz APP mo A REUSED LVSiAWTICN DETAILS 06/01/15 R.L. a I REVISED -MME AND ADDRESS 10/27/16 R.L. 0 1/4" MAX. SHIM SPACE o • INTERIOR d1 APPROVED 11 SEALANT 1/4" MAX. 2 1/2' OPTIONAL 1X BUCK r SHIM SPACE MIN. SEE NOTE 3 - 7 I EDGE EXTERIORSHEETILDISTANCE CONCRETE/MASONRY II 1_ BACKER ROD R APPROVED BY OFHERS L I 1/a• MIN SEALANT o a EMBEDMENT JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION e 1 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRE7FIMASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE W)THASTM E2712 SIGNED: 1111.512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 011111111// j\? R `619 i GRATz. PA 17030 v,•GENs dl, 0,.6 25 >ft SERIES 185 ALUMINUM FIXED WINDOW 73" X 72' NON -IMPACT FINLESS INSTALLATION DETAILS W17HUT FILLERS O,• TAT Of on": 08-y0,22357 B S pNA'tE Luis R. LoM03 P.E. scuE oArzNTS 09/03/14 5 OF 12 L.ROBERTOLCMASA.E 14V 000DFORD ADLEMSVIII AIC 270Y3 t30-W-O 0D awasootmamom FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN EDGE DISTANCE 1 1/4• MIN. METAL r EMBEDMENT BYROTH'ERS 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR flO WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4- MIN. EMBEDMENT 1 1/2• MIN r EDGE DISIANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/a" MAX. EMBEDMENT r SHIM SPACE T RIGID FILLER 1/2" MIN. EDGE DISTANCE I INTERIOR lO WOOD J y SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK WSTAUATTOM HACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN I EDGE DISTANCE I 1fI" M4K. A I- SHIM SPACE T J ' RIGID FILLER E10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF RCREW DRILLING S RIGID FILLER p 1/4- MAX. t SHIM SPACE d d I 3f4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT)ON 1/ 4" MAX. Jr SHIM SPACE RIGID FILLER 3/ 4' MIN. EDGE DISTANCE I INTERIOR yiD SMS DR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Kv DESCRPTION DAT w'PRaF_D A I REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED NAME AND ADDRESS 1D/27/16 R.L NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESCINED IN ACCORDANCE WITH ASTM E2712 SIGNED: 711152016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 1111111111/ 1 GRAT , PA 1 030 SERIES 185 ALUMINUM FIXED WINDOW 66225}7LL X 72" TONSIMPACTy t INSTALLATION DETAILS WITH RIGID FILLERS er0__FFINLESS ADATOFiDiO•• c[pR10P• ORLw! osc No. an 08 7 B j1NAi10aG\` s "L` NTS Hart 09/03/ 14 s 6OF 12 L ROSERTO LOWS AE 1432 WOODFORD RD LEN'LSVU& I/O 270M 434,68 OM Awwx 3wbmawft. n Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET I BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALAN OPTIONAL IX BUCK — SEE NOTE 3-7 SHEET I CONCRETE/MASCNRY — BY OTHERS 2 1/2" MIN. EDGE DISTANCE I ii 1 1 /4' MIN. EMBEDMENT 1 e 1 1 /4" MIN. EMBEDMENT 2 i/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&AMSONRY INSTALLATION I 1/4" MIN EMBEDMENT 0 n txsaerro. w1z A -PROVED A REVISED tNSALLATICu DETAILS 06/01/15 R.L. 9 REVISED NAME AND ACDRESS 10/27/16 1 R.L. CONCRETE/MASONRY — BY OTHERS i/4" MAX. o SHIM SPACE OPTIONAL IX SUCK SEE NOTES 3 - 7 SHEET t RIGID FILLER o • INTERIOR3/ t s" TAFceN • I 2 t/2" MIN. jJEDGE ° DISTANCE •• i EXTERIOR BACKER ROD Liz APPROVED SEALANT JAMB INSTALLATION DETAIL CCWCRETbAfASONRYTNSTALLATION MI NOTES: I. INTERIOR AND EXTERIOR FW151IE5, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE YYITH ASTM E71 12 wiNoows AND 000Rs, plc 650 W. MARKET ST. GRAT2. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS C MN: 7no arr J.L. 08-02357 B NTS o"K 09/03/14 y'L" 7 OF 12 L ROBEATD LOtw15 P.E. az 1«oaow1lD RD LE71esVILLE /JC zazt u.aee-oso>r a.=n SIGNED: 11/15/2016 R. LOW G E N S' ••qJ+1 SEOF RIOP• i FsjsoNA 1E G\\`\ Luis R. Lomas P.E. FL No.: 62514 1/2' MIN EDGE DISTANCE WOOD FRAMING OR 21 BY OTHERS I 1 1/4" MIN. EMBEDMENT 1/4" MAX. BACKER ROD 3c J APaROVEO SEALANT SHIM SPACE BEy1ND FLANGEwl J10 WOOD SCREW BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4' MIN METAL r—i EDGE DISTANCE STRUCTURE BY OTHERS _ 1/4" MAX. SHW, SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SIAS OR 10 WOOD SCREW SELF DRILLING SERE'.•/ SACKER ROD RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX, APPROVED SEALANT BEHIND FLFuuGE SHIM SPACE BEHIND FLANGE 1/4' MAX. SHIM SPACE WOOD FRAMING OR 21BUCK I MINENII METAL STRUCTURE I BY OTHERS EMBED^ BY OTHERS 3/ 4' MIN 1/ 2' MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2.X BUCK INSTALLATION REM90rS REV DESCRI DDN WTE I PPRCmD A REVISED 114SIALLATION DETAILS 06/DI/IS R.L 9 REVISED NAME AND ADDRESS 10/27/16 1 RA NOTES: I. INTER/ORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CURRY. 2. PERIAIETERANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM 62712 1/ 4" MAX. 1 1/4" MIN. MAX. SHIM SPACE EMBEDMENT, SHIM SPACE I F 1 / 2' MIN. 3/1" MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS AND DOORS, LLC w71R AIL////,, 650 W. MARKET ST. 5 . , F i/ 9p 10WOODI110 SMS OR GRATZ. PA 17030 v •'\GEN&' SCREW SELF DRILLING S=RIES 185 ALUMINUM FIXED WINDOW i• o.625 +ram SCREWS 73" x 72" NON -IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR r FLANGEINSTALLATIONDETAILSWITHOUTFILLERSZED , TAT-EEE OF , BY OTHERS BACKER ROD @ BYOTHERSBACKER ROD & DRY" DOG W. Rh O S j°CORIDQ G f`: APPROVEDPROOVEDAS SEALANTAPPROVEDSEALANT ANT L. 08—y022357 B S,pNA`LE0` BEHIND NTS09/ 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL 8ERTO E WOOD FR4MWGOR2XBUCK INSTALLATION METAL STRLAMREWSTALUTION 1A.VV.00Dl RD Ncmm Luis R. Lomas P.E. FL No.: 62514 sseDrns RCV"Ms ttsCRR•rom al¢ AM wo'm 2 1/2- M!N, REVISED INSTALLATION DETAILS 06/01/15 R L. JAEDGEDISTANCEI REVISED NAME ME) ACDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS a +, OPTIONAL 1X BUCK u a 1 1/4' MIN. EMBEDMENT 1 1/4' MIN. EMBEDIAEN7 SEE NOTES 3 - 7 SHEET I 11 I o ASONRYCONCRcEBYBACKERROOFc1/4• OTHERS L_ 1/4' MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK ISEENOTES3 - 7 ISHEET1 3/16" TAPCON e EXTERIOR INTERIOR 3/15" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL iX BUCK 1/4" MAX 2 1/2- SEE NOTE 3 - 7 SHIM SPACE MIN. c SHEET 1 L I EDGE DISTANCE EXTERIOR CONCRETE /MASONRY I BACKER RCD fic BY OTHERS APPROVED SEALANT a a e• EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL e c ' CONCRETH141SONRY INSTALLATION a 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE'MASONRYWSTALLATION SIGNED. 1111512016 MI WINDOWS LLC IR I1tJ, o,// w. MNDK OORS, PA S GRATZ, 17030 GEPJS •9+y NOTES., SERIES 185 ALUMINUM FIXED WINDOW 1.rNTERIORANDEXTEP,IORFlNISHES,BYOTHERS. 73" X 72" NON -IMPACT PO4'*,'.rV.TtAf NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS WITHOUT FILLERS OFIPERIMETERANDJaNTSEALANlBYOTHERSTOBf DESIGNED INACCORDANCEMTNASTME2112 i'4 'cL0R10T; oRAx: ooc roo RLv i`/f'S/ONALJ.L. 08-02357 B EtEG lJI111111 S'" NTS -TE 09/03/14 —9 OF 12 L ROSERTO LOMAS P.E. 14NC 2GOR)RD RD LEMSVR,I.E AC 27021 434. M4 o ANffAs6*bmw&=D Luis R. Lomas P.E. f L No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4- MIN. F EMBEDMENT 1/4" MAX J SHIM SPACE RIGID FILLER 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND EIANGE 3/ 4' MIN EDGE DISTANCE 6 1/a' MPx. r SHIM SPACE i RIGID FILLER 010 SMS OR SELF DRILLING SCREW REVKWf6 REY DESCRFWN WE APPRDYED A REVISED INSTALLATION DETAILS 06/01/15 R.L H REVISED NAME AND ADDRESS 10/27/16 RL. EXTERIOR EXTERIOR INTERIOR INTERIOR 1-0 SMS OR 110 WOOD SCREW SELF DRILLING SCREW BACKER ROD r4 RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX APPROVED SEALANT I BEHIND FLAN E SHIM SPACE BEHIND FLANGE B 1/4- MAX r1 SHIM SPACE NOTES: WOOD FRAMING 1 1/4 MIN MrAL i 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. OR 2X BUCK ffff EMBEDN.EJ.i STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS BY OTHERS 2.PERIMETER AND JOINT SEALANT BY OTHERS 70BE l I 3/4" MIN DESIGNED INACOORDANCEWITH ASTWE2112 1/ 2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION i/ A- MAX. 1 1/4" MIN. 1/4" MAX. SIfIM SPACE EMBEDMENT SHIM SPACE i T— RIGID F IL LER T— MIN rRIGID FILLET1/2" 3/4- MIN• INTERIOR EDGE 01STANCEDGE DISTANCESIGNED: 11/f5/2016 IOR MI WINDOWS AND DOORS, LLC INTEI W.. A KET ST 111111IIII/// 650 WOOD SCREWSELF 110 SMS OR DRILLING SERIES 185 ALUMINUM FIXED WINDOW GEO# 10l0 73" X 72" NON—IMPACT•w00D 5SCREWS FRAIUCK OR2x9UCtTERIORMETP1 EXTERIOR FLANGE INSTALLATION DETAILS YJITH RIGID FILLERS pTATE OF ;\BY OTHERSSTRUCTURE do BYOTHERSBACKER ROD DRAWN 0AC N0. Ti(Y i F (ORIV" APPRDVEO SEALANT APPROVED SEALANT J•L. 08-02357 B JJOIIIAl11 V\\ BEHIND FLANGEBEHINDFLANGENTSo"E 09/03/14 s"m 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LAWS PE WOOD FRAMING OR2XBUCK INSTALLATION METAL STRUCTURE INSTALLA TION 142NUOOFORDRDLEWISVILLEAtC27M Luis R. Lomas P.E. FL No.: 62514 4N.004M ft7*sjbtwwVr.ccm CONCRE(E/MASCNRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHE--T 1 BACKER ROD § APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/.MASONRY - BY OTHERS 2 1/2• MIN EDGE DISTANCE 1 1 MAX J SHIM SPACE RIGID FILLER 3/16' TAPCON INTERIOR 3/ 16' TAPCON RICIO FILLER 1/4" MAX. r SHIM SPACE r 1 1/4- MIN. 1 1/4' MIN. EMBEDMENT EMBEDMENT I1 • CONCP.E7E/MASONRY BY OTHERS OPTIONAL IX BUCK ' • •° SEE NOTES 3 - 7 SHEET 1 •` a 3/1E" TAPCON 1 • n 1 1/4' MIN. a EMBEDMENT 4 n 1 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE&OWNRY INSTALLATION REVISIONS R_I DEScgFwN DATE I .PPRLYED A REVISED INSTALLA7104 DETAILS 06/01/15 R_ REVISED NAME AND ADDRESS 10/27/16 RL. 1/4' MAX. SHIM SPACE Im r RIGID FILLERiIINTERIOR 2 1/2- MIN. a DIs ;NNE 17 ` EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CCWCRETETEASONRY INSTALLATION SIGNED: T 1/7&2076 NOTES 1. IN7ERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2PERIMETERAND JOINTSEALANT BYOTHERS ToBE DESIGNED IN ACCORDANCE MM ASTM E2112 MI WINDOWS . AND DOORS, LLC ET ST. GRATZ, PA 17030 5 it toy// GENS' qiP O D, 44AT P047'7u, O. F•'o< ORIOP• •: i/)'S MA1`f aG SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS CRW*. J.L. OI7G vo 08- 002 357 REv 8 oArE NTS 09/ 03/14 11 OF 12 Luis R. Lortles P.E. FL No.: 62514 L ROBEATO LOMAS n E 141? NOODFOAD RD LEWSVIUE AC 27M 434.60. 6LV dwnw6*bTmpf.mm APPROVED SEALANT BEHIND FIN 1 1/4• MIN. I EMBEDMENT 86 WOOD WOOD SCREW FRAMING BY OTr1ERS i 1 1/4• MAX. I SHIM SPACE T _ 3/8" MIN r-pp f EDGE DISTANCE N a INTERIOR EXTERIOR 1/4• MAX i SHIM SPACE 3/8• MIN r ' EDGE DISTANCE II 6 1vP.Ew00 vvOODSCDFRAMING APPROVED — 1 1/4" MIN. BY OTHERS SEALANT EMB'LDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING 1/4• MAX SHIM SPACEBYOTHERS p6 WOOD INTERIORSCREW I 1 1/4• MIN. EMBEDMENT V/ A, APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAAIWG OR 2X BUCK INSTALLATION REVWNS REV DESCRIPTION EA1E I APPROAD A REVISED INSIALLAPON DETAILS 06/D1/ 15 R.L. 9 REVISED NAME AND ADDRESS 10/27/16 R.I. NOTES. 1.1MERIOR AND EXTERIOR FWISHM BY OTHERS. NOT SHOWN FOR CLARITY 2. PMA4ETT R AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS LLC IL 650 MARKETMDOORS, J\IR O 9J+ GRATZ. PA 17030 GENS 0,.612511SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS O if 0vcc` TAT OF nF•'°(ORlO?'• MNNN: Dec No. RE. J.L OB12 B SSfO1111111 G\\` omLos LuisR. P.E. FL os NTS °" IE 09/03/14 OF 12 L ROMRTO LOkAS RE I* W NOODfpRO RD LEK%5M.LE' NC 27C21 4J 6Cl116E /Aornit Ylomap.tan Florida Building Code Online littps://www.floridabu i ld ing.org/pr/l)r_app_cltl.aspx?param=wGEVX... i Business & Professional Regulation_ ECIS Home I Log In I userttaglstration I Hot Topics I Submit Surcharge I Stats 8 Facts I publications I F8C Stag I SCIS Sae Map I Unks I Searchd1DI F lida y Product Approval D USER: public User 3tlSI1KLAGpr9 dlJieR4 > Pm .iLAggJlcetlga.5eattti > 8pAl5dlbn tst > Application Detail FL # FL15353-R3 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Emall 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd. com Authorized Signature Brent Sltlinger 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-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Et, 15353 R3 COI FLrOf_p0f Standard AAMA 450 Year 2010 1 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabtiilding.org/pr/pr app_dtl.aspx?parain=wGEVX... {' f e i Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Oescrlptlon 15353.1 5764 Horizontal Aluminum Mullion y_ Installation InstructionsLimitsofUse — — Approved for use in HVHZ: No F1.15353—R3 tf Rdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". f_ , 525 R_3 AE 512072B.DW Created by Independent Third Party: Yes 15, 353.2 15764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No rU5353_931LQ0:0A432@.Qdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion I 3,U-R3 AE 5120636.Qdf span: 83" Created by Independent Third Party_ Yes 15353. 3 5765 -_-...._ Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL1_5a53—R;LII (10Q1A-1!98.odf Approved for use outside HVHZ: Yes VerlFled By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes I DesignPressure: N/A Evaluation Reports Other: Max single window size: 52-1/8 x 84 . Max mullion fy1-53S3 83 A9. S1ZQ23Q,Qdf span: 156- 3/8" Created by Independent Third Party: Yes 15353.4 15765 _----- _ Vertical Aluminum Mullion - ----- Limits of Use Installation Instructions Approved for use In HVHZ: No 1 15353 R3 IT 08-01 AML-Of 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 FLt5353 R3 AE 512064B.Of span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 — Vertical Aluminum Mullion — I Limits of Use Installation Instructions Approved for use In HVHZ: No FL1Uj3 RJ—I 1 90A144jjLQQf 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 I Other: Max single window size: 52-1/8" x 84". Max mullion pl_15353 R3 AE 512066B.odf length - 83". Created by Independent Third Party: Yes y-- — 15353. 6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 It 08-01451B.Qdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE S120750.odf span - 156- 3/8" I Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion 1 ._...---•--•• --------•—••-•-- --- 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Limits of Use Installation Instructions Approved for use In HVHZ: No E j5-153 R3 II 08.1014528_pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R.3_.&E 51292§B.pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 j CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions -^ Approved for use in HVHZ: No EL153S3 83 IL-08_0k443n.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 EL15353 R3 Ak_ 12067"df span - 83" Horizontal Created by Independent Third Party: Yes 153S3.9 CM--18532 Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AC S- 2 17_8 pdf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions — Approved for use In HVHZ: No a15353 R3 II OQ_0044g,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 pL15353 R3_A_F,512088.pdf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use - Installation Instructions Approved for use in HVHZ: No EL15353 R!-L1O8_014S48.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 I FL1.53,53 R3 AE 5120 eA..pdrspan: 156-3/8". _— Created by Independent Third Party: Yes eadc rte t Loil%mu s v 26919WIL5tone Pnad. Telatla-ssegfL.32 93 Chone 951L-_4flL-10i4 The State of Florida is an AA/EEO employer. 0fad9ht 2007.2013 Stale of Florida.:: QLvg<Y_4S4iCm101 :: ASS455I YStSte0Le0S :: Refund Slete tr,(i Under Florida law, emal addresses are pubic records. IT you do not want your e-mal address released in response to a public -records request, do not send electronic mal to this entity. Instead, contact the office by phone or by tredtional maL 9 you have any questions, please contact 850.487.1395. *Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 4S5, F.S. must provide the Department with an emal address if they have one. The ematis provided may be used for official communication with the kensee. However emaa addresses are public record. ff you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. 7b determtre r you are a licensee under Chapter 455, F.S., please click kM. Product Approval Ampts: t y— — Credit Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1./3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 9) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP 10 WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAIL'S SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED APE NOT LIMITED TO THOSE SHOWN IN THIS DPAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY TH'L LESSER. DESIGN PRESSURE OF THE MULLION OR THE INDPODUAL WINDOW OR DOOR UNIT. 5) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGE UN17 WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED .ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16 2) DEIERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT 1HE INTERSEC11ON Cr ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESKCTNELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RAZING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. iR13UTARY WIDTH = W1 + W2 2 iREVISOKS RN DESLFIitION DATE I A. -MOVED REVISED INSTALLATION DETAILS 06/10/15 R.L 3 I REVISM ANCHORING NOTES & INSTL on. o6/Dv17 R.I. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2Y. BUCK USE P1O WOOD SCREW WITH SUFFICIENT LENG74 TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 T/<" MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLA7ION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - S7R•=NGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL IBGA (.048•) FY=33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .OS2- THICK MINIMUM 6) FOR A7.ACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 5" FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION oftw": 1 NOTES V.L. 2 CONFIGURATIONS AND DP CHART NTS 3 INSTALLATION DETAILS COMPONENTS SIGNED: 1011312017 MI WINDOWS AND DOORS, LLC 0R 0// 6so MARKETT 9i1+% GRATZ, PA 17030-0370 I-I ENsh 5764 - VERTICAL MULLION 53" MULLION SPANGENERALP047W, NOTES p $$$TAT,z F•:20R70• Orr: Nc. RLV 06 B 40NA111aG\ Luis R. Lomas P.E. FL No.: 62514 a 01/11/12 sHla i9 OF 4 L R08ERTOLO AS P.E. A.VW000FORDRDLEWISVILLE.NC27= 43o6116-w ti' AbTjSvhIwwM.mm firm AS 1 107 3/8" 107 3/8' 107 3/8' M otscmMoN AFanwmCOMBINEDVIIDTHrCOMBINEDWIDTHCOMBINEDWIDTrI jll I a REVISED INSTaLUTtON DETAILS 06/10/15 R.L. iW1 I W2 W1 1 W2 I - W1-jr- W2 - 8 REVSED ANCHORING NOTES k INSTL OET. 06/07/17 R.L. I I +I 83" / 83' 83" FRAME FRAME 11 r FRAME WINDOW WINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT - MULLION (MULLION (MULLION SFAN) ( SPAN) SPAN) ( / 107 3/8• COMBINED WIDTHF11-11-1r-- w2 83" 1 wlNDow FRAME HEIGHT WINDO WINDO MULLION cPJ_ 1 w2 iwt r- 107 3/8" COMBINED WIDTH Deeien nraceuro raKnn /ncA Mullion n n Tributary 1&13 2550 width (in) 13&00 42.00 48.00 52.13 25.00 120.0 i2D.01 120 0 120.0 120.0 120 o 37.38 120.0 12D.0 1200 120.0 120.0 1240 49.03 120.0 98.3 81.2 76.9 75.2 75.1 82.00 71.0 52.2 39.7 35.9 33.4 32.3 85.63 S9.6 43.7 33.0 29.6 27.4 26.3 12.00 44.9 32.7 24.4 21.8 19.9 19.0 MOD 28.1 2D.3 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE F107 3/8" COMBINED WIDTH W2 HBY / WINDOW FRAMEHEIGHT MULLIONcP v t 4- W2 07 3/8' COMBINED WIDTH 3/d' COMBINED WIDTHFW, 107 V12 WINDOW J FRAME HEIGHT WINDOW MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 WAS SHOWN HEREIN. Desiml amssure ratino /nsfl with rehar Mulllon Van on) T butary width 1& 13 25.50 36.00 42.00 In 4G00 1 S2.13 25. 00 120.0 120.0 12110 120. 0 120. 0 120. 0 37. 38 120.0 120.0 120 0 120.0 120.0 120.0 49. 63 120.0 98.3 81.2 76.9 75.2 75.1 02. 00 95.2 70.0 53.3 48.1 44.8 434 65. 63 0.0 58.8 44.2 39.7 36.7 35.3 72. 00 60.3 43.9 32.8 29.2 267 25.5 ti4. 00 37.7 27.3 20.1 17.7 16.0 1&1 LARGE AND SMALL MISSILE IMPACT. LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. w 1 I-- '02 107 3/B' COMBINED WIDTH MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS o r.N: ons No. rtB V.L. 08-01439 s NE NTS JOATE 01/11/12 1 sr- 2 OF 4 L RMR70 LCWAS RE 1431 AVODFOW RD LEVASMLI NC 27= AN- M-M9 00659tlXAMSPS aw SIGNED: 10/1&2017 J 51 b,• GEN3F'9iP T OF C 0. ss/ 11111111 Luis R. Lomas P.E. FL No.: 62514 1" MIN EDGE DISTANCE MASONRY/CONCRETE g g BY OTHERS MIN EMBEDMENT 1/4" ELCO ULTRACON TAPCON SECT5796 CUP OPTIONAL REBAR L 54 MULLION M7000022 CLIP 110 WOOD SCREW I I I1 1 1 1 I1 3/8' MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY=NCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. DES:MIDN Mlt I K-MM a REVISED INSTALLATION DETAILS 106/10/15 R.L. REVMD ANCHORING NOTES k !NSTL DET. 06/07/17 R.L MT000022 CLIP r ---- IT "K #10 SMS OR i I SELF DRILLING SCREW McTAI 1/2' MIN. - STRUCTUP.E EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 63" MULLION SPAN INSTALLATION DETAILS DAM ONG I.D. V.L 08-01439 SLkE NTS JOAM 01/11/12 —3 OF 4 L RDBERIO LOMIS P.E 1432 NOODPORD RD LEWISVILLE PAC 2?= 6ssrbo9 ilonm.a>rn SIGNED: 101132017 F• of OF ; i0 L4 sONAID G\?\ Luis R. Lomas P.E. FL No.: 62514 2.140' -1 E 1.1 zJI SECT5764 MULLION ALUMINUM 6005TS .125' THICK 0 688- nL7531- RF- 185 2 REBAR 16 GA (.052) GALVANIZED STEEL NOTES: I. CUPS MAY BE USED IN MASONRY/ CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4- SEPARATION BETWEEN ANCHORS. 326 t' 1. 375- D 525 I 1 3250, 0. 8T43-- I 4.000' 0 I 1 MT000022 CLIP 16GA ( OM GALVANYEDSTEEL SEE N07E 2 A 3. THIS SHEET. 3. 750' 2 189- 1. 0' 0.375" L— I 0. 843" - T— 2X 00.210' 1 1.562' r 1. 562' 1 SECT5796 CLIP FOR WOOD FRAMANG INSTALLATION ALUMINUM 6063-T5.125' THICK 3. 750' 1. 000' - L I i 0. 84 3' T— I N LsavnoN Mic I APPROVED REVSED INSTALLATION DETAILS 106/10/15 I R L. REVISED ANCHORINC NOTES & INSTL OLT. 06/07/17 R.L. 2 875" SECTS796 CLIP \- 2X 00.210' FOR CONCRETE INSTALLATIOW ALUMINLOW 6063.73.126' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS JlMY1N: VAS NO. V. L. 08-01439 YME NTS OAIE 01/11/12 jsMW4 OF 4 L ROBEATO L' OK4SS P.E SAW % 000FOR0 RD LEWIStUI F MC 27= dsd&81009 rmmu ikmoz mn SIGNED: 1011312017 T Of : ORMft Luls. R. Lomas P.E. FL No.: 62514 Florida Building Code Online htt s://www.floridabtlildin •orE/pr/ r_aPp_tl.as x? aram=wGEVX... I 1 ti Business &Professional Regulation i i . i M raWiF BCIS Monte I 1 ug to I User RegStration I Mot Topcs I submit Surcharge Stars a FaCts I Publications I FBC stall I acts site Map I Links I Search 1 b a uuuttt I 't Product Approval j0 USER: Public User dfjemikictAvo wal Menu > Produmor. Aoatcation search . Anofra on List . Appacatbn Oetaa FLIT FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng. zhu@jameshardie.com Pingsheng Zhu pingsheng. zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardle.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardle.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. 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-13223 R4 Wl PM - Certificate of Ingepenclence.gdf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 3 4/t3/2018, 7:29 AM Florida Building Code Online https://www.tloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect QL1 223-$4;Eguiv RlQ_(28-1'I'M C1186 equ v n ,pslf Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Summary of Products FL # Model, Number or Name 13223.1 Cempanel Siding Limits of Use _ J 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 Prevail Panel Skiing I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, N/A II Design Pressure: N/A I Other: For use Inside a HVHZ Install in accordance with NOA 117-0406.06 Description fiber -cement panel siding - - Installation Instructions FL13223 R4 11 cempanel-Installatlon.udf FL13223 F4-11 NOA 17-0406_06.pdf FL13223 R4 It 11 0_2689-17 Panel to Furring -per FL11223Ito 11 R10:2686-17 Panel Wood Metal Frame,pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE_NOA 17-U406.06.p 1r. FL13223 R4 AE RIQ2699-17 Panel to Furrina.pdf EW-!;3 R4AE R10-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes fiber -cement panel siding — Installation Instructions FL13223 84 II llardigPangj1 pStallation.pdf FL13223 R4 Il NOA 17 040 :06_pdf FLX3223 R4-1IRIO 2689-17 Pap -el [o Furring:pdf FLL3223 R4 11 RIO_2686-17 Panel WoodMetal Frame.odf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.0f FL13223 R4 AE RIO 2689=17 Panel to FurrInu FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame,pdf Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions FL13223 R4 II NOA 17-0406.06.pdf FL13223 R4_II Prevail -Panel- Installation. pdf FL13223 K4_II_RIO 2689-17 Panel to Furring.p f FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame_p f Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 ENOA 17 406_O6.pdf FL13223 R4 AE RIO 26817 Pane to Fu rrIna:pdf FL13223 R4 AE RID=2686_17 Panel Wood Metal Frame.pAI Created by Independent Third Party: Yes Back Neat Contact t1s :: 2601 iDic5tone,%Pd.JbPahisseeFL.3Z399 Ph9neL45A-AV.U921 The State or FbMa is an AA/FeO employer, r_'oovrluht 2607.2013 Suite or Florida.:: 2M=vStatement :: Lct:e531tlbtY.$48LemQQ1 .' R.p.nd Staternanr 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.floi-idabuiltling.org/pr/pr_app_dtl.aspx?param=wG EVX.. Under Fbrda law, email addresses are pubic records. I 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 traditional mail. ryou have any questions, please contact 850.487.1395. •pursuant to Section 4SS.27S(t ), Florida Statutes, effective October t, 2012, licensees kensed under Chapter 4SS, P S. must provide the Department with an email address Ir they have one. The annals provided may be used for officlal connnnunicatbn with the kensee. However emal addresses are public record. If you do not with to supply a personal address, please provide the Department with an email address which can be made avaleble to the pubic. To determine if you are a kerlsee under Chapter 455, F.S , please Click )gam. Product Approval Accepts: Credit Card Sate I of 3 4/ 13/2018, 7:29 AM Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 HardiePanel'Iff'ZI.W. Vertical Siding JamesHardle EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMrO & COLORPWS- PRODUCES Visit yMinnieshardle,.co lfor the most recent version. SMOOTH - CEDARMILL® • SELECT SIERRA 8 STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1OTm PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store (let 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. CUTTING INSTRUCTIONS fxm)oM INDOORS 1. Position acting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in workInQ area. 2. Position cutting station in well -ventilated area 2 Um one of the following methods: a. Bast i. Score and snap 1. Shears (marwal, electric or prletunalic) - NEVER use a power saw Indoors b. Better: I. Dist reducing circular saw equipped with a - NEVER use a circular saw Wade that does rot carry the Nardiftcle saw blade trademark HardeBlado' saw Wade and HEPA vacuum extractim NEVER dry sweep — Use wet suppression or IIEPA Vacuum c. Good: I. Dust reducing circular saw with a F4vdie8lade saw Wade ably use for law to moderate cutting) Imporm Note: For mardmum protection (lowest respirable dust production). James Harde reeornnfexls always using llesl'•lavel cutting methods Wiena kastlle. NIOSH• approved AeSPValors can be used in conjunction with above culling practices to further reduce dust mlposures. Addllbnal exposure Information is available at www.janrestmrdle.eorn to help you determine the most appropriate cutting method for your lob requ4ernerits It eorcem still edsts atria exposure levels or you do rot comply with the atom pwoes, you should allays consult a qualified Industrial hygienist or contact James Hardie for further (rif rmatim. sooearee GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Murd-Family installation requirements go to %wvw.JamesHardleCommorclal.00m HardiePenelll' 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 mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreerVfumng) as a best practice. Information on Installing James Hardie products over foam can be located In JH Tech Bulletin 19 at www. lamehardle.com A water -resistive barrier is required in accordance with local building code requirements The water -resistive barrier must be appropriately installed with penetration and juriction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a Lyon -woven non -perforated housewrapl, which complies with building code requirements. When Installing James Hardie products all clearance details In figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" In the first 10'. Do not Install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be Installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oiValkyd base paint or powder coating on James Hardie®Products. For larger rejects, including commercial and multifamily projects, where the span of the wall is significant In length, the designer and/or architect should take Into consiX ration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin p8 " Expansion Characteristics' at www.JamesHardle.com. INSTALLATION: Joint Treatment FastenerRequirements • Vertical Joints - Install panels in moderate contact (fig. 1). alternatively Positionfasteners3/8" from panel edges and no closer than 2" away from corners. Do not nail Into corners. joints may also be covered with battens. PVC or metal jointers or caulked ( Not applicable to Colorl"lus• Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints Provide 2-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 Double stud may be required to maintain minimum edge water - resistive barrier water resistive border stivo nailing distances. +61ed watolamertle watba(dlr 2x4studtlafrlefbaffleftopper panel .---tipper panel Figure 1 sou l: , ;: no not 1/P M Oo rat I/4" gap water - trier ve Cauk Cask barter sheathing HardiePanel Batten Joint "H" Joint ^Z•flashBg f 2•ItaSldng 00 van" alding water- e3ledva barrier decorative keee halts / \ 2 x + stud '— band board I\ r— bagrlower from min. pane, r Pane OI edges plate D Figure 4 leave appropriate gap between Recommendation: When 0 Panels. then cetex installing Sierra e, provide moderate contact Caulk Joint a double stud at panel keep fasteners 2' applicable a Cofdance with cau ugtho grog grooves. eP 'Apply caulk in accordance wish caulk away from coM re manufacturer's written appllgaon Instructlons. t For additional information on HardieWran'" Weather Bander. consult James Hardle at 1.866-4Hardie or wwwvw.hardiewrao.corn WARNING: AVOID BREATHING SILICA DUST names Yard e• pre0leo oonUN resplretle aystaft shim, which b known tools Stated California tam amcw and Is eorWtlered car IARC end HIM lobe a caeae of cancer imrn son otapalim M soufma. Breathing efcessIve amam of respirable slice dust can also cause a deadIrq ehd pdemlaay lanai lug dsrase celled dimsts, and has been laced with other dwases. Some zoos 9tggest smoking may increase these Asks. Oiling Installation orhardhp: (1) work in artdoor area with aapmeplele vendtadort:l2) use ftberceoem shears tot Rog or. where not feasible, use a HardleR@dee saw blade and dust raduc6ha dradar saw attached to a HEPA vacuum; manufacturerIrls1ructlonstoItatherlimitr Ireble dap barrmiresthe .DDrigdete area: em0, use HEPA gvacwma 1IOSH-approved dust massk or r wet detpmelhods - new dry emap. lrater (e.g. HForr)In accordance vAth Iwlher btasrotion, M& toto our Installation Instructions anndd Material Safety Data Shed available at www jafftgwde,com or by taping I •e00.SW DtE (I-000.942.7343) FAILURE TO ADHERE TO OUR WARNINGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL. W.IIRY OR DEATH. troaam HS1236 - P1/ 3 1/13 y >o• CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 5 `!, Lronaets 6' min. I bmwation Maintain a minimum 1"gap between gutter end caps and siding & trim. Figure 9 sitting gutter and end cap Maintain a minimum 1" 2" clearance between James Hardlee products and paths, steps and driveways. Figure 6 I ( 1 1' 2' min 1t Maintain a minimum 1" - 2" clearance between James Hardie products and decking material. Figure 7 Oo not bridge floors with HardiePanele siding. Horizontal joints should almys be created between floors (rig. 10). Water. Resislive figgamer Figure 10 Horizontal Trim sheatning fascia 11,tanfl*Panal* BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 3V or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's Instructions. Pmvlde a minimum 1 "- 2" clearance between the roofing and the bottom edge of the siding and trim. r min Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. Refer to fig. 3 on page 1. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs wheie aff°"'"'° roof Intersects a sldewall. The roof must be flashed with step Roodnq flashing. Where (he root 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 hack to Install life kickouL Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "lockout" as required by IRC code R905.2.8.3 :'...flashing shall be a min. of 4" high and 4' wide." James Hardie recommends the lockout be angled between 100e -1100 to maximize water deflection Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie Is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not 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 a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to 0S8 orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 51771 Countersunk, fill 8 add nail Figure A Figure 6 do not under drive nails oo NOTSTAPLE Figure 11 aaa /! saiwm Haae—p PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening Is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. It setting the nail depth proves difficult, choose a setting that under drives (he nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 A- >o. CAULKING For best results use an Elastomedc Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Ouad as well as some other caulking manufacturers do not allow tooling. 00 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. 100 NOT use stain, oiValkyd base paint, or powder coating an James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet For application rates refer to paint manufacturers specifications. Back -rolling Is recommended if the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardieft ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanell" 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 -tip paints or paints used as touch-up that are not James Hardie touch -tip, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover Joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECDGNRION: In aocadm vAth IMES Evaluation Repot ESR-1844. Hardoftne* verbal siding Is reeogiaed as a sLdWe alternate to ghat spedkd in the 2006.2009. b 2012 M= t d Residential Code for Ono -arid Tv&Fw* Dwellings and the 2006, 20t19, ri 2012 kdernational audSV Cade. HardI Pawl venial dit Is also reergized far application In the followkq: Mi of Los Angeles Research Region No, 24862, State of Rorlda Ifs N FU1869, Dade County, Florida NOA No. 02-0729.02 U.S. Dept. of HUD Matertals Release 1263c, Texas Department of Insurance Product Evaluation EC-23, Dry of New Yak 61EA 223.93-L1, and cdtornia osA PA-o19. Neese dagfneras sn" = be Consulted for eddrbortaf information concerNrq die sahebnty of dde product fa specific applications. m 2013 James Hardie Building Products. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James liardiaFachnology Limited 09 is registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com H HS1236 - P3l3 6/13 Florida Building Code Online https:Hwww.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX... r r e • Professional Regulation rya SCIS Home I log in I User Regetraton I Hot TopkS , Submit Surcharge I Stau; A Facts ; A bikalkim I FSC Stan 1 BCLS site Map I Lhks ( Search I b a y r Product Approvald` USER: Publk User i t:/ Qrydu;t9npinval Mann > Piadmt ur Agl ji{p arm > ggpllr&Qq jt& > Appilotbn Outall FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcolisinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@i§luminumcolisinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL12194 R7 COI ALSaS001,4 2017 FBC Evaluation ReROrt_ 4 T Soffits Final,pdf Standard AAMA 1402 Year 2009 I of 2 4/13/2018, 7:37 AM Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EV X... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL A Model, Number or Name Description 12194.1 --- Alumunum Coils Aluminum Soffit Aluminum soffit panels ILimits of Use Installation Instructions Approved for use in HVH2: No FL12194 R7,J-1 ALC150Qt 1 2017 FBC EvaluaSiQ(i3eQgrs Approved for use outside HVH2: Yes 4 T4 Soffits Flnal.oddf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure- +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports 1 FL12194 R7 AE ALC15001.4 2017 fBC Eyaluatlon Repor I Q4 T4•offlts fin p f Created by Independent Third Party: Yes Batlr Nect Clltltauali :: j601 8lan Stene,adad, lalanassee.El 3219 ! Phone, R50.4R7_j fij1 The Slate of Florida Is an AVEl!O employer. Coovdoht 2007.2011 Sta" flonda, :: MaCy-Stdtelae0t :: aCCt55blitY Statement :: BlIIdIdSLlLefaCOi Under Florida law, emal addresses are public records. If you do not want your a-mal address released In response to a pubes -records request, do not send electmnk mad to this entity. Instead, contact the office by phone or by traditional mad. 0 you have any questions, please contact 850 487. t39S. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the (Department with an entad address If they have one. The emalls provided may be used for official communitation with the kensee. 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 pubic. To determine if you are a bcetsee under Chapter 4SS, F.S , please click t " . Product Approval Accepts: tkri0-1 ter—eti Credit Card Safe 2 oF2 4113/2018, 7:37 AM CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" 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 Sedtlons: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES E_ Q& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.4 FL12194-R7 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 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. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal O.01354nch thick, 3105 H-14 aluminum soffit2panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the 'full vent' configuration and 4.2 in2/lin.ft. for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this n:porl is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R G• pRi ''. 1,Q..•CENSF.' • No 74021 irz 10: STATE OF : O CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 OS r001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, L-LC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location jI— 11 b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Loc tion Location Lotion Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location ill Loc lion ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval underRule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener Lotion Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10 SJJ-# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap 12 roved Systems for 12inch Soffit Span with J-Channel at Wall and Eave 14.5JJ roved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 16F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 1 J # Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca iujA Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5J -# Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-1 Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J# Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 24JJ4 Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in Max. diamond pattern spaced 24-inch o.c. securing J-Channel to joists diamond pattern spaced 24-inch o c. securing 10.5JJ-1 16-inch Wood One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; t54.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 124nch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Sofrd Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch crown One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25 inch embedment spaced ood staple spaced 16-inch o.c. inch head dia. trim nail 340 24-inch o.c. spaced 36Anch o.c. One (1) 14 ga 5/84nch long T nail or One (1) min. 1 3/44nch long x 12F-2 Max. Masonry 9 ga., min. 518-inch long Stub Nail Wood One ( 1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- 340 16- inah with 3/8-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three ( 3) min. 3/44nch x 1/44nch One (1) min 3/4-inch x 1/flinch One (1) min. 1 3r44nch long x 0. 0724nch dia. x min. 1/4-inch 48 12F- 3 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c head dia. tnp nail spaced 48- 64.2 spaced 24-inch o c. and securing each panel lap inch o.c. One ( 1) 14 ga. 5/84nch long T nail or One (1) min 3/4-inch x 1/4-inch One (1) min. 1 314 nch long x 12F4 Max Masonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 8-inch o.c. 0. 0724nch dia. x min. 1/4-inch 48 16- inch with 3/6-inch diameter head spaced and securing each panel lap head dia. trip nail spaced 48- 64.2 8- inch o.c. inch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J- Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 3/4- inch x 1/44nch crown One ( 1) min. #8 x 1/24nch One ( 1) min 3/44nch x One (1) min. 1 3/4-inch long x 12J- 1 Max 16- inch Wood staples in diamond long x 318-inch head diameter screw spaced 164nch o.c. Wood 1/4-inch crown staple 0. 072-inch dia. x min 1/44nch head dia. trip nail spaced 48- 48 44. 2 pattern spaced 24- connecting soffit to J-channel spaced 84nch o.c. inch o.c. inch o.c. ALC15001. 4 FL12194-R7 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL_ SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; W J-Channel to fascia; 70 16-inch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-inch o.c. securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width Gsfl Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3)18 ga.1/44nch crown x 14nch leg staples in Max. J-Channel to joists, diamond patternspaced 244nch o.c. securing 14 5JJ-1 164nch Wood One (1)18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; t43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 14nch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 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. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3116- 353.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. I'754nch x Max. Three (3) 18 ga.1/44nch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12 inch Wood inch leg staples in diamond pattern Wood 44nch ocand securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 124nch o.c. One ( 1) 14 ga. 5/84nch long T nail or One (1) min 3/84nch x 3/84nch One (1) min. 1 3/44nch long 16F- 3 Max' Masonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 326. 6 164nch with 3/84nch diameter head spaced 3116-inch head dia. trim nail 8- inch o.c. C. spaced 364nch o c. Max. One ( 1) 3/84nchhead dia. nail, min. One (1) min 3/84nch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F- 4 164nch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25. 6 inch o.c. O.C. spaced 364nch o c. Max. Three ( 3) min. 3/44nch x 1/4-inch One (1) min 3/44nch x 1/44nch One ( 1) min. 1 3/44nch long x 0.072-inch dia. x min 1/4- 27 16F- 5 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 484nch o.c. One ( 1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One ( 1) min. 1.754nch x 0. 072-inch diameter 16F- 6 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced 44nch finishing nail with min. 3116- 343.3 164nch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 164nch o.c. One ( 1) 18 ga. 1/44nch crown x One ( 1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 14nch leg staple spaced 4 inch 0. 0724nch diameter 16F- 7 164nch Wood inch leg staples in diamond pattern Wood o. c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 164nch o.c. inch head spaced 164nch o.c. ALC15001. 4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nofify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 16J-1 Max. Wood Three (3) min. 3/44nch x 1/44nch crown staples diamond pattern Wood One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/44nch long x 0.0724nch 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 484nch o.c. Approved Systems for Maximum 164nch Sotfit 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 14nch leg staples in Max. diamond pattern spaced 24-inch o.c. securing J-Channel to joists; Three (3) 18 ga.1/4-inch crown x 14nch leg staples in 16JJ-1 164nch Wood One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 8-inch o.c. securing 132.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch ox. Three (3) 18 ga.1/44nch crown x 14nch leg staples in Three (3) 18 ga.1Winch crown x 1-inch leg staples In diamond pattern spaced 244nch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1)18 ga.1/4-inch crown x tnch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 12-inch o.c. I securing each panel lap ALC15001.4 FL12194-R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3)18 ga.1144nch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.114-inch crown 14nch leg staples in diamond 14nch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22.5JJ-1 Max Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 421 164nch One (1) 18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x 14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 124nch o.c. 3/16-inch head spaced spaced 124nch o.c. 44nch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.754nch x Max inch crown x 14nch caller with one each panel lap inch crown x 14nch 0.072-inch diameter 80 24F-1 124nch Wood leg staples in 1). 2.25- 1} min Wood spaced 8- staple spa finishing nail with min. 90 diamond pattern inch x ring One (1) min. 1.75-inch inch o. leg 3/16-inch head spaced spaced 164nch o.c. shank nailailail x 0.0724nch diameter 124nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o c. ALC15001.4 FL12194-R7 7of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span "with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch sown x 14nch 0.0724nch diameter 80 24F-2 124nch Wood smooth shank rafter with one Wood leg staple spaced & finishing nail with min. 76.6 roofing nails acedgp 1) 7d x 2.25- One {1) min. 1.75-inch inch o.c. 3116-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch O.C. finishing nail with min. 3l16-inch head spaced 44nch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1l4- One (1) min. 1.754nch x Max ga., min. 5/84nch anchored to each panel lap inch sown x 14nch 0.072-inch diameter 80 24F-3 124nch Masonry long Stub Nail with ratter with one Wood leg staple spaced 8 finishing nail with min. 76.6 3/8-inch diameter 1) 70 x 2.25- One (1) min. 1.754nch inch o.c. 311&inch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 4-inch o.c. One (1) 18 ga.1l44nch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 164nch Wood leg staples in 1) min 2 25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern inch x 7d ring inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.754nch each panel lap 164nch o.c. 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span vAth F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MOP No. Width pst) 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- Onell) min. 1.754nch x Max. inch x 11 ga. anchored to 164nch ox, securing inch crown x 14nch 0.0724nch diameter 8024F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 14nch 0.0724nch diameter 8024F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 603/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced head spaced 84nch inch ring shank One (1) min. 1.754nch each panel lap 164nch o.a o.c nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1l4- one (1) min. 2.25- inch crown x 14nch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3)18 nail straight -nailed 124nch ox , anchored to ga.1/44nch crown through the rafter securing each panel One (1) 18 ga. /+- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 14nch x 0.072-inch diameter 24J-1 12inch min. staples in diamond batten or two (2) Wood leg stance spaced finishing nail with min. 360 inch x 7d ringinching pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch oc 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.0724nch 12-inch o.c. 244nch o.c. nailed on either side diameter finishing of the batten at nail with min. 3116- each batten/rafter inch head spaced intersection. Max 44nch 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 14nch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'/.- anchored to ga.114-inch crown through the rafter spaced 1154nrh o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 14nch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 164nch 1) min. 2.25- staples in diamond batten or two (2) lap Wood flinch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.254nch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3116-inch head spaced 16-inch o.c. shank nail 244nch o.c. inch o.c. nailed on either side inch x 0.0724nch lap of the batten at diameter finishing each batten/rafter nail with min. Y16- intersection. Max inch head spaced rafter spacing is flinch o.c. 244nch o.c. ALC15001.4 FL12194-R7 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x One (1)18 ga.1/44nch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. i-43.5 16-inch One (1) 18 ga.1/44nch crown x 1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch securing J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch o.c. 3/16-inch head spaced 4-inch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3)18 ga.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 124nch o.c. Max. securing J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood One (1) 18 ga.1/4-inch crown x 44.4 14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch leg staple securing the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch o.c. 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail 10.5JJ-1 & 14.5JJ-1 Diamond Patten 18ga., 114' x 1' staples 12' o.c. max 18ga., 114' x 1' staples 24' o.c. max J•Channel 18ga., 114' x 1' staples 24' D.t. Max Diamond Patten onnM Delea 8 18ga., 114' x V staples 24O.C. max Diamond' Patten Detei A I89a., 1/4' x 1' staples 12- O.C. max ALC15001. 4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERviCES, LLC 12F-1 & 12F-2 No. I Installation Detail MIN. 3/8' HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA.. MIN. 5/8' EMBEDMEI T SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD SOFFI T MAX. 12•INCH SPAN CHANNEL FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. 1—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.4 FL12194-R7 Page 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. 12F-3 CREEK TECHNICAL SERVICES. LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLES USING A DIAMOND PATTERN I F- CHANNEL CAN BE 1-3/4- TRIM NAIL PAINTED S.S. 48- INSTALLED WITH THE NAIUNG FLANGE UP OR O.C. DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER SOFFIT STAPLE E DIAMOND PATTERN DETAILirwti[34r FACIA BOARD ` i Cig 3/4- x 1/4' CROWN STAPLE '8' ON CENTER SOFFIT -max. 12-inch span 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail MIN. IAGA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/8' HEAD DIA., MIN. SIS- EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-4 SOFFI T MAX. 12•INCH SPAN F" CHANNEL 1JTRIMNMNLFAcu Bongo PFASCIA CAP CO= r6LOc.r Bloc), M.II 3/4' X TACROWNSTAPLE S SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail ALUMINUM COILS, INC soffits Appendix B OPEN RAFTER 3 3/4- X 1/4- CROWN STAPLE 01 + SOFFIT STAPLE FACIA BOARD / DIAMOND PATTERN DETAIL 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN I FASCIA CAP 12J-1 rJ—C:NEL 3/4- X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE W ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. screwed to soffit a'_th oneW k8 r. PAINTED S.S. 48^ FASCIA CAP 1/2" x 3191 head O.C. diameter screw, 3/4- X 1/4- 16' o.c. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT J WOOD OR BLOCK SOFFIT FASCIA SUBSTRATE D ETAI L ALCI5001 4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 12JJ-1 & 16JJ-2 18ga.,114" x 1' staples 12' o.c. max A 18ga,114'x1' staples 24O.C. max Diamond' Patten 18 ga.,114' staples in h leg offemal ALUMINUM COILS, INC Soffits Appendix B 189a.. 114' x 1' staples 24' ox, max Diamond Patten esiw f3 18ga„ 114' x 1' laples 12' O.C. max Diamond' Patten ALC15001. 4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail NAIL VAT), 3n5' HEAD OM. FASCIA BOARD SPACED IE' O.0 FASCIA CAP I SOFFIT I. 9 I:A' CROWN S, AFiE 01E11 RAFTER =•O• kffiI IXA7' IIAIL OR MIN FASCIA BOARD 9GA STUB CLQL WITH :A' HEAD 16F-1 EMDECIVENT SOFFIT & FASCIA 16F-6 SPACED V C.0 DETAIL FAS(IA CAP: REFER TO SOFFIT I FASCIA DETAQ F' (NANNcI SOFFIT: MAX TV SPAN MASONRY ISUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. 'MIN. 14GA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFIT 16F-3 8 16F-4 F" CHANNEL or Slock Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"—/ PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n",V `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4- It —7 ; DIAMOND PATTERN I D ETAI L iCROWNSTAPLES USING A DIAMOND _r ' r PATTERN FACIA BOARD FASCIA CAP 16F-5 3/4- X 1/4- CROWNJTRIMNAILFACIA BOARD 8' 11-3/4- STAPLE ON CENTER TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE FASCIA CAP O.C. NAILING FLANGE UP ORDOWN3/4' x 1/4" CROWN STAPLE SOFFIT -max. 16-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. I Installation Detail OPEN RAFTER 1 31_ LCM X.ODTS' DIA TRIM HAIL wITr13r15' ME4D DIA ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP I' X I W CR .W STAPLE 470:. FASCIA BOA:O STAPLE'XSULLED 16F-2 & 16 'c Rlawra+D SOFFIT S FASCIAopt 16F-7 DETAIL 318' FASCIA CAP. RCFFR I TO SOFFIT 6 FASCIA f- CIIA14Na OCTAL 1 IIF' t 1' stables SOFFn: 11AX 16' I J . SPAD nASOHRr SUBSTRATE 'DiamOn0' Palen ALC15OO1.4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G2O-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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 716' i FACIA BOARD FASCIA CAP 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 16•inch Spa!1 ALUMINUM COILS, INC Soffits Appendix B 3/4' X 1/4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4' X 1/4- CROWN FACIA BOARD STAPLE '8- ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail A i 8ga., 1/4' x 1' staples 12' o.c. max 1611-1 18pa..114' x 1' 31r I staples 24o.c, max Diamond' Patten Channel Delad S Defeo A ALUMINUM COILS, INC soffits Appendix B 189a.. 1 /4' x 1' staples 24' o.c. max Diamond' Patten anal 18pa , 1t4• z 1' ples 8' o.c. maz iiamonrr Paten ALC15001. 4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC No. I Installation Detail 22.5JJ-1 OPEN P^FT R 18 ga , 114' x 1' staples 16' o.c max and 1 3,4" Long x .072' Dia. Trim Nails with 3/16' Head n" IT o c. max Diamond Patten 18ga.. 114' x 1' staples 17 o.c. max 189a..114' x 1' staples 24- O.C. max J-Channel ALUMINUM COILS, INC Soffits Appendix B 18ga., 114' x 1' staples 24' o.c. max Diamond' Panen Detail 8 I Sga.,114' x 1' staples 2C o.c, max Diamond Pagen 1893., 114- x 1" T staples 17 O.C. max Deled A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I j' TRW MAIL fASCIA BOARD PAINTED S.S. I'.;' CROWN 1 STAPLES FASCu [AP SOFFITUSINGADIAMOND PATTERN; REFER TO 1'4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAA I j• TRW NAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA ' DETAIL 24F-1 & i 24F-4 rq, CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA \ DETAIL / 8 Nomloal r.T' I nrBattenAbored le SOFFIT; MAX. 2L- F-CHANNEL Raflen vilb one Id Ring $bank Nag it MOOD SUBSTRATE every Railer \ SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TRIM NA0. FASCIA BOARD PAWED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS I SOFFIT 1-4- CROWN STAPLE I t' TRIM NA0. fAS[la BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 I-v- (ROW STAPLE16- FASCIA CAP, REFER TO SOFFIT I FASCIA DETAIL Nomirol raY SYP Batten Anchored to SOFFIT; MAX. lA- F•CHANNEL Ratters With one Id Ring Shank flail at every Ratter M000 SUBSIRACE ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail tf' iRM NAL FASCIA B04RD PAINTED S.S. I--FASCIAteGAT-NALS CAP SOFFIT I'aj'' CROWN STAPLE I I- TROT NAIL FASCIA BOARD PANITED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 I-q CROWN STAPLE FASCIA CAP; REFER 10 SOFFIi t FASCIA OFFA0. Nominal C :2' SYP Satin Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters "Ib one Td Ring Shank Nail at Herr Rafter MASONRY 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 shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I rain RAIL FASCIA BOARD PAINTED SS. r.1• CROWNFASCIA CAP STAPLES SOFfIi USDIGADIAMONDPATTERN, REFER TO rxi- CROWN STAPLE R SOFFITSTAPLEAREERED DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD T i•- TRIM NAIL FASCIA PAINTED S.S.DETAIL 24J 2 24J- 1 & r.f• CROWN STAPLE FASCIA CAP; REFER / \ TO SOFFIT 1 FASCIA DETAIL / tTN.r.inalma 1- orSVP?d nn a ua00ed oehseen rapers ana SOFFIT; MAX 2V 1. CHArrNEL 5Knre- a n dne i- n 7d nrp soon Heil snargnl•nallM Through the rJner Into the end WOOD SUBSTRATE acne batton or ho RI7d ring ! hank nails Ioe• %Wed on Ihw ibe of U* whom at me — batteAtrafW interaaoon / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida produce approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 18ga.,1/4' x I' Staples 24- O.C. max OPEN R-rTER Diamontl' Patten 18ga., 114" x I' OIST staples 12' O.C. max I 18 ga., 1/4" x 1" staples 1E" ox max and i 3t4' Long x .072" Dla. Tnrr, J-Channel Nads with 306" Head 4" 318' D.c max Detail 24JJ-1 189a.,114' x I" 3Jg staples 24' o c. max 189a.,114- x I' staples 8' ox, max 1 Diamond Patten 1 l J-Channel DelaS 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. CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 189a.,114' x V staples 24' 0.1. max 1+ OPEN PArrm 'Diamond' Patten 18ga..114' x t' GIST staples 12' o.c. max 18 ga., 114" x 1" staples 16' e.c. max and 1 3/4' Long x .072" Dla. Trim J-Channel Was wish 3116" Heed d" 3/8' o.e. max Detaaa 24JJ-2 18ga.,1J4'x1" 18ga.,IJ4'x1' staples 24' o.c. max % z a almond' Patten Diamond' Patten 18 ga., 114' x 1' staples In horzontal leg of female lap J- Channel DOM A ALC15001. 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. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-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,,,, is shown in the tables below. Design pressures are multiplied by 0.6 to accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-11 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 34 ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS. INC soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeightRoofft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30 0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 1 -21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37 0 41.7 468 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 1 -26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 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 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 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 31.3 1 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 1 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 A6.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 1 -34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 1 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 1 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 1 27.2 1 31.0 35.0 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72 2 25 27.0 31.6 36.7 42.1 479 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 737.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 1 -83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 307 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 454 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 348 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/8" 3/4" 1/8" HEM 1 5/B" 7 3/4- I+-- --- 3/8- ISOMETRIC VIEW 3/C PROFILE ISOMETRIC VIEW 3/8- PROFaE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8„ 1/8" HEM 6"FASCIA BLANK t— 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit o:r T" i tti':R 18- BLANK 3 / 8 PRonLE uF o 0000 0000 ooaao =. oaoo , 000ao aaaU ALUMINUM COILS, INC sorwits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ' CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" 7/8" 31/8" 7/8" 5/16" 13.75" BLANK 3/8" PROFILE ane rar END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online htips://www.floridal)uilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 0 0 Regulation,,,., SM Home 1 Log In I user Registration Hat TOPICS ! SUDmIt Suicharye i Stets 6 Facts Putd2ations I FBC stagSCIS Sae map , Wks Search I F l ida N ro Product Approval USER: Putslc User I Pr9dua.& Oroya1.Ml U > PigGttCf or Annacaion Se,2! > A00kiltIII Uat > Application Detail 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 Ext200 rmetz001 @tampabay.rr.com Robert Metz rmetz001 @tampabay. rrcom 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 03161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 of 3 4/1312018, 7:41 AM Florida Building Code Online It littps://www. floridabu i lding.org/pr/pr_app_dtl.aspx?param=wGEVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 10/08/2017 10/30/2017 11/01/2017 iummary of Products FL # Model, Number or Name Description 7006.1 -- Cambridge, Cambridge HID, Laminated architectural fiberglass asphalt shingle Blltmore and Blltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wdmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 RLO C CAC Letter -ASTM D3.l61 letter - Approved for use outside HVHZ: Yes (9-29-2017 from —FM •pdf Impact Resistant: N/A F 7096 R10 C CAC Letter - ASTM D3462 letter - Design Pressure: N/A (- j6a0A:ZLPdf Other: EL70.06 R10 C CAC Letter - ASTM Ek0$,gtter - 9-2G_2017,,pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 Il1K0-787-02-01 Letter_.Installatlofi Instrucsipnor fBC FL700fi pslf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap 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 1 Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Ft7006 R10 C CArJ45TM U 3!162`Shingle letter Approved for use outside HVHZ: Yes Survelllarce AudikLpration - (68-2 17),pdf Impact Resistant: N/A EL7006 R10 C CAC Letter_AST(N 03161 letter Design Pressure: N/A 1 (9-26-2017) from FM.pgj Other: FL7006 R30 C CAC Letter - ASTM D.1462 letter - 2:.26-70_7ipS1f FL7006 R10 CL_Ar4etter -ASTM E108 IetteL 9_26_2017):pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL70gfi RA0 _11HID and Ridge Cap ShingleJnstallaticn Instruction% -PA( fl. 07k1011lK01H7Q2Ol_Letter lost ICI tion Instructlgps for FBC F1,7006.pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 FLeading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at er Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use — Certification Agency Certificate Approved for use in HVHZ: Yes f-U006 R10 C CAC Leltcr_ilSTM 03161 letter - Approved for use outside HVHZ: Yes (9-26-2W) (rpLn fM,pdf Impact Resistant: N/A FL7006 R10 C CAC Letter.: A TM D3462 letter - Design Pressure: N/A C2-z(Z2Q17)1pdf 2 of 3 4/13/2018, 7:41 AM Florida Building Code Online https://www.Floridabuilding.org/pdpr app_dtl.aspx?param=wGEVX... Other: 17006.4 Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant N/A Design Pressure: N/A Other: F.L?00-6R10_C_C AC_Letter - ASTM E1QB,1eggr_ Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 IKO-167-02-01 Letter - Install4tion Ind ru Ugns for FBC FL7006.pdf FL7006 RIO It Roofing-Products- Leading&Qge-Plus, I Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Kawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate Y f17006 R10 C CAC Letter - ASTM QU6_j letter - I9 _ z 6.2417_)1ro.RQ.t Fj, 7QQ_6 R10 C CAC Lette,STM 0346 le r - 2: 16-2oi7),Qar f17006 letter - 224_ zoiZ),p1 Quality Assurance Contract Expiration Date 12/ 20/2020 Installation Instructions FL7006 P,;0 II IKO-1R7-02-01 Wtgr - lL11 ti4Q InStru dons for FRC FL7006.12df Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bach Nart Contact Us :: 2601 BlairStone Road. TaApb025Se & 32399 Phone, 8S0-487-1824 The Stale of Fbrlda Is an AA/EEO employer. CaRynpht 2007.2013 State of Florba.:: Ej acv St tem n :: Accesslbikv Sotement :: gefu8djtement Under Florida Ow, email addresses am pubac records. If you do not want your a -mad address released In response to a public-reco(ds request, do not send electronic mad to this entity. instead, contact the offica by phone or by traddbnsl maul if you have any questions, please contact 850 487.1395. -Pursuant to Section 45S.275(1), Fbnda Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address d they have one. The emaas plowed may be used for official communication with the licensee. Howeveremall 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. Tb determine d you are a licensee under Chapter 455, F.S., please cick hL2. Product Approval Accepts: dnrp Credit Card Sate 3 of 3 4/13/2018, 7:41 AM CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_STTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2-3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: /u .,. Signed- Brad Grzybo ski Duc T. u Managing D rector Florida RiTglgtere Professional Engineer P.E. Number: 66034 Date: October 27, 2017 Date: October 27. 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI Conetruclbn Maledals Techm"les, U.C. 6412 Badger Orive Tampa. FL 33610 Tot. 813-621.5777 Fix: 813-621-5840 email: maiedalstesdng@pAcmLaom WebSlte: htlpJMvAv.pdcmLoom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 26 AR and CRC Superglass M26AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" Into boards. Use 4 nails per shingle placed 6-1 /8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8" STEEP SLOPES 1•Nz• I-117• SEALING STRIP • • • i • — i I rl I 6Ir8- NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Constnralon Materials Technologies, LLC. 6412 Badger We Tampa. FL 33610 Tot 813.621.5777 Fax: 813-621-5840 emah: matenalstesling@pilcmi.com WebSlte. hdp/Awww.pdcml.com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 61 NAILING - STEEP SLOPES APPLICATION Use six nails as shotiwi. NAIL LINE PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Constnxlbn Maledols Techrologles. Lt C. 6412 80ger Olive Tampa, FL 33610 Tel: M-621.5777 Fax: 813.621.5840 e-mail: mat9datsles6ngeprlcmtetxn WebSlte: httFr.1 wvnv.prIcmtcom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory"installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length 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 Constmcllw Materials TechriAgges. I.M. 6412 Badger Odve Tampa. FL 33610 Tel: 813-621.5777 Fw. 013-621.5840 e4nall: matada%tesmg@picmLcom WebSile: http:Jh~pdcmLoom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has. been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. 121 mm) IAPEA CUI I'M Construction Materials Technotogles, U.C. 6412 Badger Oliva Tampa, FL 3300 Tel, 813-621.5777 Fac: 613-621.5840 e-mall: matedalstesdng& kmLcom WebSlte: httFrJAWAv.pdcmL00M CITY OF SANFORD BUILDING & FIRE PREVENTIONIrPERMITAPPLICATION Application No: y Documented Construction Value: S Job Address: 3M, Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo ElChange of Use Move ElDescriptionofWork: el unq l vt5 T U •f Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name _ i CU' brK .o 'vl': y. Phone: q, 7 - yy/'-17 66 Street: y 0 7 ._ ni _ VFax: J (L• City, State Zip: S k U a d , R 3 i •7 7 i State License No.: C FC I Yn d. ff Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: Junc 30, 2015 Permit Application i IS 1 I i Of 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. signature of Owner/Agent Print 0 ner/Agent's Name Signature of Notory-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sigature -- for/Agent y to Print Contractor/Agent's Name r SignaturkOrNotary-StateofF rids Dat '..... V/ O47'•F. 7. o'• 9FF 120855 : 9f'.'•b ecrGdlM' d:••Q Contractor/Agent is Personally KndV jj'C b' Produced ID Type of ID '`'-? BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing[] Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: Revised: June 30, 2015 UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Permit Application AUG 17 ?pig CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application Documented Construction Value: S t O20(o Job Address: 3clf-IG 1 hr Historic District: Yes \o Parcel In: ti (lJr3 —SGa- -"I R: sidcntinl 01-Comtnercial fN- pe of Work: \ew D .addition .alteration Repair E) Demo Change of Lase \!o%.c Description of Work: Plan Review Contact Person: Phone: Fax: Email: Tirle: Property Owner Information Nnnte lc n Phone: Street: C v " ` ccam'' Resident of property? : city. State zip: Contractor Inlorin_tion phone 1 _ s Street: i%LJ % i_ 'J _ L' l ;V I'i: a\_! l)r_/ I't_? C lid. t:li? I ip: i-.li_ 1 (`! L 9; %1 l I Ci'=i; Licei:Se -NU.: N. amq Strut: cin•. St. Zip: Sondinv Company: Archifect/ Engineer In orm2tion Phone: Fax: lari i:r_e Lci:der: AddreSS: TO p1;\1:1: YOUR F:11L1'i E TO REC'O", ) A NOTIC I: (7F (:0 1 11"NCI=CIE\T 1;11' kFSL L'r IS 1'(il'I: 1'• 11'ING 1%%*ICE l"O:t DIPROVEDIEN'T-5 TO 1(.)l'i: PROi'ER'rl'. .. NuriC'1' (:IF C_W01E\C'EMEN'1- MUST r;L" RECOlt ) W :\.NU POSTED ON THE •IC)!.,, SI'1.1= LNZP :CTION. IF 1'Ot: I\Tr'_ D 10 FINANCING. ('-* f NSC'I_'I' WITH YOUR I_ENDEI OR AN :\'r,rc),\ 1.1' I:CF'ORE I;ECORDI\C YOUR NOTICE, OF t_ 0M !ENC01r.NT. t. Fi:...._ l: l':1l'_:•.1 '' ..,.. .: i:.. i.:_ :c:: :.... _... ... i^.:.. ! _... :. i•":. C•: i...:?: C': :it:': i .... I: it'...... a... • ..... _......._. .. .'•'r: ..! a ' ..?'1.:._ :? .:1:........ _. _.. i.'•:::I: ._ . _._.. _ tl':ii:: i: ui:. I::I': .:iti.._.. I l:I1Ll:t•i::i:Cl 111:1: S i).11':li; lli..:lii I:ll:il I+r rar r•!f'ctrical V.:Irk. p1v::1:1: :'•a'`l:i. rL' 1'I::Icvg. Iroilc: i. Ind Jr:cl':1 f: i:li'fi i':'i, t•!c FCC II;.- Shal1 hr r!Ic c:•1:•c in c:f:e1 1;:::: I:a:-: f_ci :+m 1_n1-1 I'I•.:I,i.l I:uiitli::' l'Irl;' NOTICE: Li: addition to the requirements of this permit. there way be additional r:'stri nio ns ippli aol,: to this p,-op:,_,r that I:).tr be found in the public records of this county. and there may be ad•+itional pc„ni:s required frorn o:a:•r gov;-n:mcn:al entities such as water matlaeement districts, staic agencies. or federal acencics. Accept:! ace of pertti:l 1: \'erlflc2tion that I will IlOilfy On U:S':l:'! of l,'1_^ property of tie requlr.—m- l!s of Florida Liza Law. F S 11: . Tb: City of C_nford requires (`a notm of a plan rc\ ien• f:e a: tl:; lialc of P.-miii s'abinittal..-N Copy of the executed cor.t:act is reeair.,l a Ord:r to calculate a plan revie\r charot and will be consid'red the estuma.icd co;,struclion valtle of t.'1e fJb at the time of sub;-nitil',. The a_tual cons[racti.a valve \\ill be fmut —d ba__d oa lht cu:rn t ICC Valtruion Ta:+l: i;: c [:cl at t'n: time the pe:irit is iss'led: 10 accordance \\lth local ordui:mce. SbOl:ld calcul:ne - rm he re t mraC e 1 ' a- d Char_e 1_.l:Zd Cf[ I eXeCi.t.t. Cl..0 [ exte.i Gle .ti:'l coil?ii 1C::oil credit \rill be applied to your per`.nit fee. \risen the permit is issue;. 0N ER'S AFFIDAVIT: I Certify that all of the foregoing information is accurate and thnt all Nvork •iil N be done in compliance -with all applicable Ian's revula6112 constructionqo.ELznr nL,. jt r]:J'C of i.-- ,,v Acr:a 1:::: iris f'::T.:. .. 1 \ Tim- Jiti._ i leer.;on:—•t'': Kn?,i't: i.1 Nl: or i n: C t. l!::i' :':•": _'':ii - f er: ti il'Ni I' r,ai•.lccd lU T•, : o` ID ' 0. BELO«' IS FOR OFFICE USE O\LY Permit s F fiit!il'i'Cl: Y:!!t :'` tl.. ?'• .i.':.._..il'?lC Ph ibins--U Construction Type: OrcupanrY Use: Floyd Zone: Tatai Sq Ft of rol ,, r Alin. Occu ;^.uy I t Io f: of Siai New o7mslruciion: i_lecir!c - = of : inps Pluuib!ri_' - = of FixiurCs Fire 1prinklu lei rn li: Ye, 0 Nt` C N:'? APPi: C)\`:\I_ i_!\i*N(: l'i l!.1T1: 1t'.$ TE ; :;TE R C. 0)I IF..NTS: F" C[NEEisCNCi: FI-;.E: 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 . . . . . 18-00001866 Date 8/17/18 Application pin number . . . 626124 Property Address . . . . . . 3996 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-0640 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 250128 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 vineland rd 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 ORLANDO FL 32811 407) 257-6940 (407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 20.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3210.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071398 Permit pin number 1071398 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.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1278.00 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. 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 . . . . . 18-00001866 Date 8/17/18 Property Address . . . . . . 3996 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-0640 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071398 Permit pin number 1071398 Required Inspections Phone insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 226 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL / / UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1700817,0000 Workorder No: 9400154-1 Report Date: 8/22/2018 In -Place Density Test Resort Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing 01 UES Technician: Sammie Edwards Date Tested: 08/22/2018 East Lake Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 3996 Night Herron (Lot # 64) Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture 1%i Field Dry Density pd) Field Moisture loot Soil Compaction Native Depth inch) Pass or Fail 1 North Footing 0-1 It 106.8 10.6 107.1 6.5 100 N/A Pas: 2 South Footing 1-2 ft 106.8 10.6 107.9 7.3 101 N/A Pas: 3 East Footing 1-2 ft 106.8 10.6 106.6 8.9 100 N/A Pas: 4 North East Corner of Pad (TOF) 1-2 ft 106.8 10.6 105.3 4.7 99 N/A Pas: 5 Center of Pad (TOF) 2-3 ft 106.8 10.6 110.4 8.3 103 N/A Pas: Remarks: TOF= Top Of Fill 7 nn/nhlinh a—.d..el nrnMn/inn M / /nl.. 11nn/:nn/n #hn O..hlin e..'1 n..rnehron ell --#n — n..h. W-4 en n.....n.%, ..l....r nlinnln WWII ft. 01-4 6— biro A/laNj- 0jrU14 fir_, I)I:;SC:I('IPTlQN AS FURNISHED: Lot 64, WYNDHAM PRESERVE, as recorded In Plat Book 81, Pages 0 ihr„I,oh 102 of the Public Records of Seminole County, Florida 130UN0ARY FOR/CERTIFIED TO. Pork Square Enterprises, LLC (a Delaware Corporation), Winderweedle, Haines, Word & Woodman, PA, Attorneys' Title Insurance Fund: Bonk of Americo RrMAINDER OF LOT 5 PALMER'S SUBDIVISION PUT BOOK 2. PAGE 41 S 00'16'02" E 10' FENCE ESAIT 35.80' 35 90' 1 A% 10.00' U) CD to w or 6.5 W a 10 00' I I 25. 20' 25 20' 10' UTIL ESMTl e S 00'1657" E (B.B) 60.00' 10 00' 10.00' u 00O w W LOT 63 TTyA(:3'S AS 1`11RN1SHEU NIGHT HER ON D)iY PT S'D_ 1•EJ.E7 = 5' (40' LOT) •. 'r0' (50' PRIVATE R/W) 7 5' (60' LOT) _ 10' (75' LOT) p ? SIREr.1 a 25' (60' & 75' LOT) 15' (40' LOT) C; 25' rROMT SETDACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CiLLCULA77ONS 2) IN SUCCESSION AT 20' AND A MINIMUM Or (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7,146 t SOUARE FEET PIrvPOSEO . rINSHED SP07 CRAVE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL 3 SOUARE FEET FLATWORK I•:• DRAINARI PLANS ,[, DRIVE 403/ 1 •0- 513 1 SOUARE FEET FOUNDATION/PAD 1,975 J SOUARE FEET PROPUSLO DRAINAGE FLOW PSIS Si WALKS 42/ 300- 342 t SOUARE FEET REAR PATIO 1 f 7 3 SOUARE FEET I GRADnIG TYPE 4 MOD 6 FRONT PORCH DECK J. SOUARE I' FI SOU 4,4DJ/ 250 4,7A t SOLIARE FEET POOL DECK N/AA J SOUARf. I'MCF.I I•NnPOSCO F.r PER PLANS - 263' Q •NpiC iRLW! SIDCIMU( AND STR[CT L,OCAi10N TAKEN FROM PLANS PROKDEO 0Y CIKIlr • Nor nCLO KR1nED t1SENAfEYER-SCOTT & ASSOC., INC. - LAND SURVF)• `'O.l'1S ILIl"° curm 5400 E COLONIAL DR ORLANDO. FL. 32807 (407)-277-3232 rAX (407)-658-1436 rV.T .DL • Pro.1.1 0. LI1C ,q on[in°•1'S ii AIMW W vOlm Lv —M 1. 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CFADn£D BY WrE _ __ (YIDCP N° Op OPAV110' PLOT PLAN 04-03-:ore 2020-IV a / 1•A" rOPUBOARD rOUNOAWN/ELCIIS. 00-03-701e 507-1A rO17 iwiaKir.p1Li[ NORM 1•US 6VOU:Nfi \!O(OP(N/Y OOCS -Or UE MrTNN •• „/ 112 1 T,.0tr140 100 Y61R now PIANE AS PER :DAM• cRDSEN EYER, LII R 1 4714 WIF F 12187COMO r (09-Je-07) ' RLS I /B 1 .t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 6568.00 Job Address: 3996 Night Heron Dr Historic District: Yes No Parcel ID: 17-20-31-502-0000-0640 WYNDHAM PRESERVE Lot 64 Residential ® Commercial Type of Work: New ® Addition Alteratlon Repair Demo Change of Use Move Description of Work: Install new 3.5-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 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. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2013 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 fo be done in compliance with all applicable laws regu Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID information is accurate and that all work will instructs n and zoning. e 09/25/2018 of Contractor/Agent Date Kevin Stine Print Con clor/Agent's Name Signature o to KELLY WEBSTER Notary Public • State of Florida Commission tf FF 978034 My Comm. Expires Apr 4, 2020 Produced IDType of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No C WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department 866 39q lO. I%q 15 lightyears 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, Timothy'Srinith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Gib S Permit #: Job Information Builder: u Community: Address: q 6 Unit: City: -que-4 State: L. Zip: 3 a. 7 Air Leakage Test ReSUItS Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air c hang esAer hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): a X 60 2 3 S l '_ = Method for calculating building volume: CFM(50 Building Volume ACH(50) O Retrieved from architectural plans PASS (Mechanical Ventilation is not required) q ) GCode software calculated PASS ( with Mechanical Ventilation) O Field measured and calculated FAILR402. 4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section 489. 105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. lnterior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Heating and cooling systems, if Installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature Tester: w%m J` l q ofDateofTest: Printed Name of Tester: Dylan Tindall License/ Certification #: 3766919 Issuing Authority: RESNET FORM R402-2017 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: k 5 Community: Lot: r Address: Unit: City: State: L Zip: 3 , n3 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES ( O.) []NO (,) DoPerformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the a 57C> = ,OAS- Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total o all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Colc) or R406-2017 (Energy Colc) or R406-2017 r'o e,4 . O 3 PASS FAIL Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or Individuals licensed as set forth in Section 489.105(3)(f), (g) or (1), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)-438-1515 1 hereby verify that the above duct leakage testing re5IAts are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the co ance method selected above. Signature of Tester: Date of Test: 0JQ07 Printed Name of Tester: Dylan Tindall License/Certification #: 3766919 Issuing Authority: RESNET L i W a, E 0 X 1= W z N W Certificate of Achievement _ THIS ACKNOWLEDGES THAT Dylan Tindall HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED HOME ENERGY RATER RT IN # 3766919 Certification Date: January 21, 2018 Certification Expires: January 21, 2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)