The URL can be used to link to this page

Home My WebLink About3975 Night Heron Dr 18-2825; NSFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT -/ 1 STATEMENT NUMBER: 18100006 DATE: August 06, 2018 a71 BUILDING APPLICATION #: 18-10000672 BUILDING PERMIT NUMBER: 18-10000672 UNIT ADDRESS: NIGHT HERON DRIVE 3975 17-20-31-502-0000-1930 9 yq 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: 3975 NIGHT HERON DRIVE / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 CO -WIDE ORD SSingle Family Housing 91000.00 1.000 dwl unit 91000.00PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL , ISSUANCE OF A BUILDING PERMIT. -Ps _ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, G TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES 90 MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAR CERTIFICATE OF OCCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEETOF RULESEGO RNINGSAPPEALS HE MAYNBE PICKED UP, OREREQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maio Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018068963 Book:9183 Page:1992; (1 PAGES) RCD: 8/6/2018 1:04:38 PM REC FEE $10.00 Parcel ID Number: 17-20-31-502-0000- if 0 CERTIFIED COPY GRANT MALO'l Prepared By Daphne Clark CLERK OF THE. CIRCUIT COURT and Park Square Homes AND COP°PTWILLER Return To: 5200 Vineland Road, Suite 200 SEMINOLE COLI til; FL RI . •k.!Sj+ Orlando, F132811 BY DEPUTY CLERK MAINOTICEOFCOIVIlVIENCEMENT. Date State of Florida. lJ j County of Seminole. Permit Number : r ( a 2S 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 II%.,o Legal Description: WNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93 102, of the p blic records of Seminole County, Florida. Address : Sanford F132773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone 407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone 407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. A , Notary Public Daphne Clarkvow My commission expires: 6/27/19--A• Serial No. FF209108 o gnature: tal: a ar led CITY Of SANFORD 0 FIRE DEPARTMENT qs- Pi a JUN 2 -!'5"2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: 19 — a g Documented Construction Value: $ /1a%-lpS, Job Address: 391 S Aqqht ffe mt- br Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- LL_Z 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Phone: 407-257-6940 Title: Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property?: City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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. py1 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. Q. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code T Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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 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. Y Signature of Owner/Agent Date VISHAAL S GUPTA Print Owner/Agent's Name Signature of Notary- late of Florida A3ate WX My OwISSI 2o9106 Owner/Agettl PW8fi&1J}QhM to Me or Produced (1)"Wr WVJ''iS ft"RMM 6Z Signature of ntractor/Agent Date VISHAAL S GUPTA Print Contractor/Agent's Name Signature of N -State ofOFlQrb,,,, Date f"•° ; ' ur oa laAstlA uo awwo+ r F MOB EXPIRES' June V, 2019 Contractor/Agent is YES Personally Known to Me or ProducedID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [k Electrical Er Mechanical 64' Plumbing© Gas[] Roof Construction Type: V13 Occupancy Use: fz-:s Flood Zone: i-5tE Q 1 ZTgCtft'b Total Sq Ft of Bldg:_ -1 4? Min. Occupancy Load: 2-0 # of Stories: Z New Construction: Electric - # of Amps Zoo Fire Sprinkler Permit: Yes No [r # of Heads Plumbing - # of Fixtures 2.1 Fire Alarm Permit: Yes No,[ APPROVALS: ZONING: -1 UTILITIES: WASTE WATER: ENGINEERING: M--tG-2'7-TA FIRE: BUILDING: 1;:* J'A9 1O COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 35VI'f- tp. 1 3oRto toell vVv,% - A , Gf— Revised: January I, 2018 Permit Application OF Sk 40RD r. FIRE DEPARTMENT 1• 1UN 2u f3 Building & Fire Prevention Division PERMIT APPLICATION Application No: 19 a 9 Documented Construction Value: S yolf Job Address: l qf'1 I Qr VI iHistoric District: Yes Noa Parcel ID: 17-20-31-502-0000- LIZ 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo[:] Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan. Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/ Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be 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. ZIAJ " Y Signature of Owner/Agent Date VISHAAL S GUPTA Print Owner/Agent's Name Signature of Notary- late of Florida ibate oaf;'..., D kWM WCMISSIONtFF209108 jY'fi'"6 Owner/Agefi $r Pen08 VQ 7t i to Me or Produced ID"° Own r P Z ! Signature of t5ontractoriAgent Date VISHAAL S GUPTA Print Contractor/Agent's Name u r-auiw 01 JrWWmD. CM0014 O FF MOB r EVIRM. J11No 7, 2019 BordodlMuBudpet Contractor/ Agent is YES Personally Known to Me or Produced 1D 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: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: / 0 g 2* WASTEWATER: ENGINEERING: FIRE: BUILDING: Revised: January 1, 2018 Permit Application CITNY OF AFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com Property Address: 3975 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1930 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) OFF CIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 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 'A', the best available information used to determine the base flood elevation is: BP# 18-2825 Reviewed by: Michael Cash, CFM Date: June 27, 2018 CITY OF Application for Right -of -Way SWORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 327710SERVICESDEPARTMENTPhone: 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 Q Other (describe): Brief Description of Work: Directional Bore Roadway open cut -single lane Co -location (— DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: O Emergency Repairs - Reason: Jack & Bore Roadway open cut —multi lane New pole Completion Date: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length F t) # of Poles (Existing) (New) This Application is submitte pSignature: Print Name: VISHAAL S GUPTA Firm/Company: VISHA L S GUPTA - PARK SQUARE HOMES Date: Address: 5200 Vineland Rd., STE 100, Oriando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or Interest In the land to be entered and used by the permitee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising In any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction Is completed via the following email address: michael.casht@sanfordfl.aov I have read and understand the above statement and by signing this application I agree to its terms. Signature: Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions': Fee: Date: Date: Date: Date: QDate: go" - S 7 - ZD l S Date: SCPA Parcel View: 17-20-31-502-0000-1930 http://parceldetail.scpaFl.org/Parcel Detai I lnfo.aspx?Pl D=17203 15020... Property JIM 6 Am esrrt aoourma. cmll* Parcel Information Retort Card Parcel: 17- 20-31-502-0000.1930 Property Address: 3975 NIGHT HERON OR SANFORD, FL 32773 2018 Working 2017 Certified Values Values Valuation Method I Cost/Market CosUMarket Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value ( Market) 51,000 14.000 Land Value Ag-- Just/Market Value " 51,000 14,000 Portability Adj - Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 51,000 14,000 Tax Amount without SOH: $266.00 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description -- ---- - ------ LOT 193 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51,000 0. 51,000 Schools 51, 000 0, 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 B Description Date Book Page Amount Qualified Vadimp No Sales I Find Comparable Sales J Land Method Frontage Depth Units Units Pri Building Information j Permits Permit # Description Agency Amount CO Date Permit Date 6/25/ 2018, 6:55 AM ce Land Value LOT 51, 000.00 51,000 1 of 2 SCPA Parcel View: 17-20-31-502-0000-1930 http://parceidetaii.scpafl.orgfParcelDetaillnfo.aspx?P[D=1720315020... CIA Property Record Card P R Parcel: 17-20-31-502-0000-1930 stworaeorsnr,woo Property Address: 3975 NIGHT HERON DR SANFORD, FL 32773 Parcel Information Value Summary 2018 Working Values 2017 Certified Values Valuation Method Number of Buildings _--- I Cost/Market 10 -- - - - I Cost/Market 10 — -- Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) I T 1 851,000 1 $14,000 Land Value Ag Just/Market Value " 1s51,000 I $14.000 Portability Adj Save Our Homes Adj s0 s0 Amendment 1 Adj s0 0 P&G Adj _ _ _ Assessed Value 0 _ 51.000 so _ 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 Legal Description LOT 193 WYNDHAM PRESERVE PB 81 PGS 93-102 L Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund_ 51.000 s0 L 51.000 Schools -__ --_ _ -- --__ -_ -_ 51.000 -- - 0_, _ 51,000 City Sanford 51,000 0 51,000 y SJWM(Saint Johns Water Management) 51,000 80 s51,000 County Bonds 51.000 EO 51.000 is cription Date Book Page Amount Oualified Vadlmp No Sales Find Comparable Sales td Method Frontage Depth Units Units Price Land Value LOT 1 $51.000.00 $51.000 Building Information Permits Permit 0 Description Agency Amount CO Date Permit Date 1 of 2 6/25/2018, 6:55 AM REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED permit 0 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 1000 Insulation Final Final Single Family Residence Address: r<Y:4sz.' c`:...—.a.t iq'.. n.h: ELEGTRIGAti7iPERMIT.- i '_i l•.Yr. ::l.Sti• - i. i; `: 1. 1.:) 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 S `ifGf.VTr ;Ji 4: '-1...-a «.tits. cxArRc a'I:rPEIiKIr`; 1. •.1. i.. • Y`Y.1. :•.::_ _ .,',{ YL`::i;."s •. %<-f r,<•-6' Y<.,...:. L' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 193 (Wellington) A RHG Flex- W Builder Name. Park Square Homes Street: 3975 Night Heron Dr Permit Office: City of Sanford JBU1Lp/ City, State, Zip: Sanford , FL, Permit Number. 8 _ 2 8 2 NC Owner- Jurisdiction: 15 0 V V 69 ne! Design Location: FL, Orlando County:: Seminole (Florida ClimateNFORQ 1. New construction or existing New (From Plans) 9. Wall Types (3291.7 sqft.) Ins rea 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1593.00 ft' b. Concrete Block - Ext Insul, Exterior R=4.1 1236.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 252.00 ft' 4. Number of Bedrooms 5 d. other (see details) R= 210.00 ft' 10. Ceiling Types (1948.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1948.00 ft 6. Conditioned floor area above grade (ft2) 3075 b. N/A R= ft' Conditioned floor area below grade (I'll 0 c. R= 11. Ducts ft Rft' 7. Windows(294.7 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH:. 6 1276 a. U-Factor: ON, U=0.55 198.04 ft' SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit47.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 32.66 ft' SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 47.0 HSPF:9.00 SHGC Area Weighted Average Overhang Depth: 3.421 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2052.9 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1395.40 ft' b. Conservation features b. Floor Over Other Space R=0.0 657.50 ft' None c. N/A R= ft' 15. Credits CF, Pstat Total Proposed Modified Loads: 86.13 Glass/ Floor Area: 0.092 PASS TotalBaselineLoads: 86.52 1 hereby certify that the plans and specifications covered by Review of the plans and gHE Sr4r F0 thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisti _ = Olgltally signed by Nvld Code. Reed calculation indicates compliance Q i g . a e: DavidReeOate:201806141605:53 with the Florida Energy Code. O PREPARED BY: -04'00' Before construction is completed 109 DATE: this building will be inspected for O y compliance with Section 553. 908 I hereby certify that this building, as designed, i i compliance Florida Statutes.0 J5 OD with the Florida EnergyCode. WE 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. 6/14/2018 11: 38 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 7 FORM R405-2017 PROJECT Title, Lot 193 (Wellington) A R Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3075 Lot # 193 Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle 0 Street: 3975 Night Heron Dr Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip, Sanford , Family Type. Single-family FL. New/Existing: New (From Plans) Comment: CLIMATE V 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 Entire House 3075 29219.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 KIT 187 1739.1 Yes 0 1 Yes Yes Yes 2 LDRY 74 688.2 No 0 1 Yes Yes Yes 3 FOYER 114 1060.2 No 0 1 Yes Yes Yes 4 FLEX 189 1757.7 No 0 1 Yes Yes Yes 5 PAN 25 232.5 No 0 1 No Yes Yes 6 CAFE 130 1209 No 0 1 Yes Yes Yes 7 BED2 209 1943.7 No 1 1 1 Yes Yes Yes 8 BTH2 54 502.2 No 0 1 Yes Yes Yes 9 FAMILY 282 2622.6 No 0 1 Yes Yes Yes 10 DROP 29 269.7 No 0 1 No Yes Yes 11 STR1 68 632.4 No 0 1 No Yes Yes 12 HALL1 36 334.8 No 0 1 No Yes Yes 13 BED4 195 1755 No 1 1 1 Yes Yes Yes 14 GAME 261 2349 No 0 1 Yes Yes Yes 15 BED5 202 1818 No 1 1 1 Yes Yes Yes 16 STR2 72 648 No 0 1 No Yes Yes 17 WIC4 36 324 No 0 1 Yes Yes Yes 18 36 324 No 0 1 No Yes Yes 19 LIN 26 234 No 0 1 Yes Yes Yes 20 T013 51 459 No 0 1 Yes Yes Yes 21 BTH3 33 297 No 0 1 No Yes Yes 22 WIC3 35 315 No 0 1 Yes Yes Yes 6/14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 7 FORM R405-2017 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 23 BED3 182 1638 No 1 1 1 Yes Yes Yes 24 MBED 289 2601 No 2 1 1 Yes Yes Yes 25 MHALL 36 324 No 0 1 Yes Yes Yes 26 MWIC 79 711 No 0 1 No Yes Yes 27 MTOI 22 198 No 0 1 No Yes Yes 28 MBTH 123 1107 No 0 1 Yes Yes Yes 29 HALL2 125 1125 No 0 1 No Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio KIT 14.5 ft 186.6 ft' 0 0 1 2 Slab -On -Grade Edge Insulatio LDRY 6.5 ft 73.8 fl' 0 0 1 3 Slab -On -Grade Edge Insulatio FOYER E ft 114 ft' 0 0 1 4 Slab -On -Grade Edge Insulatio FLEX 31.5 ft 188.5 It, 0 0 1 5Slab-On-Grade Edge Insulatio PAN 1 ft 24.8 ft' 0 0 1 6 Slab -On -Grade Edge Insulatio CAFE 23 ft 130 ft' M 0 0 1 7 Slab -On -Grade Edge Insulatio BED2 36.5 ft 209 ft' 0 0 1 8 Slab -On -Grade Edge Insulatio BTH2 6 It 54 ft' 0 0 1 9SIab-On-Grade Edge Insulatio FAMILY 14.5 It 281.9 ft' 0 0 1 10SIab-On-Grade Edge Insulatio DROP 1 It 29.3 ft' 0 0 1 11SIab-On-Grade Edge Insulatio STR1 1 ft 67.5 ft' 0 0 1 12SIab-On-Grade Edge Insulatio HALL1 1 ft 36 ft' 0 0 1 13FIoor Over Other Space BED4 130 ft' 0 0 1 14Floor Over Other Space BED4 65 ft' 0 0 1 15FIoor Over Other Space GAME 260.9 ft' 0 0 1 16FIoor Over Other Space GAME 0.1 ft' 0 0 1 17FIoor Over Other Space' BED5 32 ft' 0 0 1 18Floor Over Other Space BED5 45 ft' 0 0 1 19Floor Over Other Space BED5 124.5 ft' 0 0 1 6/14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 7 FORM R405-2017 ROOF Roof Gable Roof Solar SA Emilt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2177 ft' 488 ft' Medium 0.9 No 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1947 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) FLEX 30 Blown 60 ft' 0.1 Wood 2 Under Attic (Vented) BED2 30 Blown 85 ft' 0.1 Wood 3 Under Attic (Vented) BED4 30 Blown 195 ft' 0.1 Wood 4 Under Attic (Vented) GAME 30 Blown 261 ft' 0.1 Wood 5 Under Attic (Vented) BEDS 30 Blown 202 ft' 0.1 Wood 6 Under Attic (Vented) STR2 30 Blown 72 ft' 0.1 Wood 7 Under Attic (Vented) WIC4 30 Blown 36 ft' 0.1 Wood 8 Under Attic (Vented) 30 Blown 36 ft' 0.1 Wood 9 Under Attic (Vented) LIN 30 Blown 26 ft' 0.1 Wood 10 Under Attic (Vented) T013 30 Blown 51 ft' 0.1 Wood 11 Under Attic (Vented) BTH3 30 Blown 33 ft' 0.1 Wood 12 Under Attic (Vented) WIC3 30 Blown 35 ft' 0.1 Wood 13 Under Attic (Vented) BED3 30 Blown 182 ft' 0.1 Wood 14 Under Attic (Vented) MBED 30 Blown 289 ft' 0.1 Wood 15 Under Attic (Vented) MHALL 30 Blown 36 ft' 0.1 Wood 16 Under Attic (Vented) MWIC 30 Blown 79 ft' 0.1 Wood 17 Under Attic (Vented) MTOI 30 Blown 22 ft' 0.1 Wood 18 Under Attic (Vented) MBTH 30 Blown 123 ft' 0.1 Wood 19 Under Attic (Vented) HALL2 30 Blown 125 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt-To WaILType Space WValue-Et-In-Et-In Area-WValue-Fraction-AbsorGrade3'0-- 1 N Exterior Concrete Block - Ext Insul KIT 4 14 6 9 4 136.3 ft' 0 0 0.8 0 2 N Exterior Concrete Block - Ext Insul LDRY 4 6 6 9 4 60.7 ft' 0 0 0.8 0 3 W Garage Concrete Block - Ext Insul FOYER 4 6 0 9 4 56.0 ft' 0 0 0.8 0 4 W KIT Interior Frame - Wood FOYER 13 0 6 9 4 4.7 ft' 0 0.25 0.8 0 5 S KIT Interior Frame - Wood FOYER 13 9 6 9 4 88.7 ft' 0 0.25 0.8 0 6 N Exterior Concrete Block - Ext Insul FLEX 4 13 0 9 4 121.3 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Ext Insul FLEX 4 4 0 9 4 37.3 ft' 0 0 0.8 0 8 W Exterior Concrete Block - Ext Insul FLEX 4 14 6 9 4 135.3 ft' 0 0 0.8 0 9 N Exterior Concrete Block - Ext Insul CAFE 4 10 0 9 4 93.3 ft' 0 0 0.8 0 10 E Exterior Concrete Block - Ext Insul CAFE 4 13 0 9 4 121.3 ft' 0 0 0.8 0 6/14/2018 11:38 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 7 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowJ #-Omt To Wall_T.ype Spate R=Value-Et-in-Et-In ea R_Value-Eraction-Absor-Grade%- 11 N Exterior Concrete Block - Ext Insul BED2 4.1 6 6 9 4 60.7 ft' 0 0 0.8 0 12 E Exterior Concrete Block - Ext Insul BED2 4.1 13 0 9 4 121.3 ft' 0 0 0.8 0 13 S Exterior Concrete Block - Ext Insul BED2 4.1 17 0 9 4 158.7 ft' 0 0 0.8 0 14 S Exterior Concrete Block - Ext Insul BTH2 4.1 6 0 9 4 56.0 ft' 0 0 0.8 0 15 W Garage Frame - Wood BTH2 13 9 0 9 4 84.0 ft' 0 025 0.8 0 16 E Exterior Concrete Block - Ext Insul FAMILY 4.1 14 6 9 4 135.3 ft' 0 0 0.8 0 17 S KIT Interior Frame - Wood FAMILY 13 2 0 9 4 18.7 ft' 0 0.25 0.8 0 18 W Garage Frame - Wood DROP 13 6 6 9 4 60.7 ft' 0 0.25 0.8 0 19 S KIT Interior Frame - Wood DROP 13 4 6 9 4 42.0 ft' 0 0.25 0.8 0 20 S Garage Frame - Wood STR1 13 7 6 9 4 70.0 ft' 0 0.25 0.8 0 21 W Garage Frame - Wood HALL1 13 4 0 9 4 37.3 ft' 0 0.25 0.8 0 22 N Exterior Frame - Wood BED4 11 15 0 9 0 135.0 ft' 0 0.25 0.8 0 23 E Exterior Frame - Wood BED4 11 13 0 9 0 117.0 ft' 0 0.25 0.8 0 24 E Exterior Frame - Wood GAME 11 14 6 9 0 130.5 ft' 0 0.25 0.8 0 25 E Exterior Frame - Wood BED5 11 13 0 9 0 117.0 ft' 0 0.25 0.8 0 26 S Exterior Frame - Wood BED5 11 15 6 9 0 139.5 ft' 0 0.25 0.8 0 27 N Exterior Frame - Wood WIC4 11 5 6 9 0 49.5 ft' 0 0.25 0.8 0 28 N Exterior Frame - Wood LIN 11 4 0 9 0 36.0 ft' 0 0.25 0.8 0 29 N Exterior Frame - Wood T013 11 6 0 9 0 54.0 ft' 0 0.25 0.8 0 30 N Exterior Frame - Wood WIC3 11 5 0 9 0 45.0 ft' 0 0.25 0.8 0 31 W Exterior Frame - Wood WIC3 11 7 0 9 0 63.0 ft' 0 0.25 0.8 0 32 N Exterior Frame - Wood BED3 11 8 6 9 0 76.5 ft' 0 0.25 0.8 0 33 W Exterior Frame - Wood BED3 11 13 6 9 0 121.5 ft' 0 0.25 0.8 0 34 N Exterior Frame - Wood MBED 11 4 0 9 0 36.0 ft' 0 025 0.8 0 35 S Exterior Frame - Wood MBED 11 13 6 9 0 121.5 ft' 0 0.25 0.8 0 36 W Exterior Frame - Wood MBED 11 20 0 9 0 180.0 ft' 0 0.25 0.8 0 37 S Exterior Frame - Wood MHALL 11 6 0 9 0 54.0 ft' 0 0.25 0.8 0 38 S Exterior Frame - Wood MBTH 11 13 0 9 0 117.0 ft' 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood FOYER None 39 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ak Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 3 Metal Low-E Double Yes 0.54 0.25 N 9.3 fl' 10 ft 0 in 4 ft 4 in Drapes/blinds None 2 W 8 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 W 8 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft' 6 ft 0 in 4 It 4 in Drapes/blinds None 4 E 10 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft' 6 ft 8 in 1 ft 4 in Drapes/blinds None 5 E 12 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 S 14 Metal Low-E Double Yes 0.54 0.25 N 4.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 6/14/2018 11:38 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 7 FORM R405-2017 WINDOWS Orientation shown is the entered, Proposed orientation. y # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 7 8 9 10 11 12 13 14 15 16 17 E 16 Metal E 23 Metal E 24 Metal E 25 Metal N 29 Metal W 31 Metal N 32 Metal W 33 Metal W 36 Metal W 36 Metal S 38 Metal Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.54 0.25 N 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.54 0.25 N 0.54 0.25 N 32.7 ft' 6 ft 8 in 15.0 fl' 1 ft 0 in 30.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 3.0 ft' 1 ft 0 in 6.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 4.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 8.0 ft' 1 ft 0 in 8.0 It' 1 ft 0 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 It 4 in 1 ft 4 in 2 ft 0 in 1 ft 4 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 It 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000406 3408.9 187.14 351.95 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 47 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 47 kBtu/hr 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 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name System Model # Collector Model # Collector Area Storage Volume FEF None None ft' 6/14/2018 11.38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 6 of 7 FORM R405-2017 DUCTS Supply Return— Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 1276 ft' Attic 1276 ft' Prop. Leak Free cfm 96.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans. Coolingjj jJan j Feb MarA r [ Ma X Jun X Jul4 XJA X Se Oct jj jj Nov jj Dec Heatin(X] Jan X Feb MarkI Apr [ May Jun Jul AuSep Oct X) Nov X Dec Ventin [ ]Jan Feb Mar XlI Apr [ Ma Jun Jul Aug Se Oct Xjj Nov jj Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 7 of 7 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3975 Night Heron or 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 R402.4A.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 Ieakagdi indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/14/2018 11:39 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air 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 manuh air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. 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 -healing 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed M 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 efflcacy.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. Healing 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 MAXIMUIV 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 6/14/2018 11:39 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1. and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 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 oildlred pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory e 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. 6/14/2018 11.39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 100 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: 3975 Night Heron Dr, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1593.00 ft2b. Concrete Block - Ext Insul, Exterior R=4.1 1236.70 ft 1 C. Frame - Wood, Adjacent R=13.0 252.00 ft2 5 d. other (see details) R= 210.00 ft2 10. Ceiling Types Insulation Area No - a. Under Attic (Vented) R=30.0 1948.00 ft2 3075 b. N/A R= ft2 c. N/A R= ft2 Areaa 11. Ducts R ft2 198 ft2 a. Sup: Attic, Ret: Attic, AH:. 6 1276 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 32.66 ft2 a. Central Unit 47.0 SEER:16.00 ft2 3.421 ft. 0.230 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1395.40 ft2 b. Floor Over Other Space R=0.0 657.50 ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 47.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 CF, Pstat 0,'f14E S7:4 p o fill e C, WE ° 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. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 193 (Wellington) A RHG Flex- W Builder Name: Park Square Homes Street: 3975 Night Heron Dr Permit Office: City of Sanford City, State, Zip: Sanford , FL. Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with a sealed. 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 lop 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 s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover plates and walls or ce4l4nos. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6/14/2018 11:40 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsofte Project Summary Entire House One Stop Cooling and Heating Job: Lot 193 Wellington A RHG ... Date: 6/14/2018 By: MGRI/DR 7225 Sands000e CL Suite 1, Winter Perk, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: owvwOneStopCooiing.com License: CPC032444 Project• • For: 3096 - Lot 93 Wellinggton GRH - W, Park Square Homes 3975 Night Keron Dr, Sanford, FL Notes: Design Information Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 25 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 45 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22458 Btuh Structure 24643 Bluh Ducts 5071 Btuh Duds 6705 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 27529 Btuh Use manufacturers data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 30596 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 3111 Btuh Ducts 1160 Btuh Central vent (0 cfm) Btuh Heatinrtgg Cooling none) Area (ft") 3075 3075 Equipment latent load 4277 Btuh Volume (ft) 29198 29198 Air changeslhour 0.25 0.13 Equipment Total Load (Sen+Lat) 34873 Btuh Equiv. AVF (dm) 122 63 Req. total capacity at 0.75 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6048H1 Cond 4TWR6048H1 AHRI ref 7563627 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 11750 Btuh Temperature rise 27 OF Total cooling 47000 Bluh Actual airflow 1567 cfm Actual airflow 1567 cirn Air flow factor 0.057 cfmBtuh Air flow factor 0.050 dmA3tuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 32 OF Backup: Input = 8 kW, Output = 27268 Btuh, 100AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Lg1t11Soft- 2018-Jun-14 1145 54 Righi-Sune®Unhersal201818.0.11 RSU25029 Pape 1 Z& ...1193 WalkngtonARHG FlexwOoor Oplvlblh - N rup Celc = MJ8 House faces: W wrightsoft• Right,JOWorksheet Job: Lot 193Wellington ARHGFlex Entire House Date: 6114/ 2018 BY: MC/ RI/DR One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Wlnter Perk, FL 32792 Phone: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOneStopCooling.com License CAC032444 1 Room name Entire House FAMILY 2 E) posedwall 315.5 R 145 Q 3 Room height 9.1 It d 9.3 It heatfood 4 Roomdimensions 1.0 x 281.9 It 5 Room area 3075.8 IF 281.9 IF Ty Constrwon U-value Or HTM Area (II) Load Area Load number 8tuhff-- F) Bkh" or perimeter (Iq Bhuh) or perimeter (Iq BWh) Heat Cod Gnus NiPIS Heat Cod Gross NrPIS Heat Cool 6 VjJ 12134 w 0.097 n 246 2.83 432 414 1020 1171 0 0 0 0 4A5-2om 4A5-2om 0.540 0.550 n n 13. 71 13.97 13.69 13AO 3 15 0 0 41 209 41 201 0 0 0 0 0 0 0 0 W 13A4ors 0.143 n 3.63 2.91 470 470 1705 1367 0 0 0 0 11 VjJ G 12B• Osw 0.097 a 246 2.83 365 305 750 861 0 0 0 0 4A5.2om 0.550 a 13.97 28.33 60 0 838 1700 0 0 0 0 0.143 a 3.63 2.91 377 247 898 720 135 102 371 297 lj13A-4ocs 4A5- 2om 0.550 a 13.97 2833 33 0 456 926 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 33 53 456 534 33 26 456 534 4A5.2omd 0.580 a 14.73 2234 64 68 943 1430 0 0 0 0 WJ t- G 128.09w 0.097 s 246 2.83 432 424 1044 1199 0 0 0 0 485-2rm 0.540 s 13.71 13.69 8 16 110 110 0 0 0 0 V I-- G 13A-4ors 0.143 s 3.63 2.91 251 247 896 718 0 0 0 0 4A5.2om 128-09w 0.540 0.097 s w 13. 71 7-46 14.76 2.83 4 365 0 332 59 817 64 938 0 0 0 0 0 0 0 0 0S2om 4A5- 2om 4A5-2om 0.550 0.550 0.550 w w w 13. 97 13.97 13.97 28.33 28.33 28.33 4 6 15 0 0 0 56 64 209 113 170 425 0 0 0 0 0 0 0 0 0 0 0 0 485- 21m 13A4= 4A5- 2om 0.540 0.143 0.540 w w w 13. 71 3.63 13.71 30.66 2.91 22.18 8 191 9 0 125 9 110 453 128 245 363 207 0 0 0 0 0 0 0 0 0 0 0 0 4AS2om 4AS2om 0. 550 0.550 w w 13. 97 13.97 28.33 26A1 16 16 0 4 228 228 463 432 0 0 0 0 0 0 0 0 R 1100 12C- 09N 0.390 0.091 w 9. 90 2.31 12.31 1.52 24 405 24 387 238 894 295 586 0 19 0 19 0 43 0 28 D 1100 0390 n 9.90 12.31 18 18 177 220 0 0 0 0 C 16CR- 30ad 0.032 0.81 1.44 1947 1947 1582 2807 0 0 0 0 F 19A- 0b9cp 0.295 2-81 2.00 24 24 68 48 0 0 0 0 F 19C- 19axD 0.049 0.43 031 527 527 227 161 0 0 0 0 F 22A- cpm 1.180 29.96 0.00 1395 139 4150 0 282 15 434 0 6 c) AEDexcurson 0 103 Envelope losstgain 19073 18515 1305 756 12 a) IrMllreion 3384 1248 158 58 b) Room venblaton 0 0 0 0 13 Internal gains Oowpants@ 230 6 1380 0 0 ApplianoWother 35001 1 750 Subtotal (lines 6to 13) 22458 24643 1463 1564 LesseAemal load 0 0 0 0 Less translier 0 0 0 0 Redisinbuton 0 0 260 201 14 Subtotal 22458 24643 1723 1765 15 Duct bads 1 230/6 27% 5071 6705 259/6 30*/ol 428 532 Total room load 275291 313481 2151 2298 Air required ( dm) 15671 15671 122 115 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1"&- wrlgl- vtsott- 2018-Jun-1411:4554 A - ••--- Right- Sulte® Universal 2018 18.0.11 RSU25029 Page 1 t 193 Wellington A RHG FlexwDoor OpMblh - N.rup Celc- MJ8 House faces- W wrightsoft• Right -A) Worksheet Job: Lot 193 WellingtonA RIG Flex... Entire House Dets: 6/1412018 By. MCJRIIDR One Stop Cooling and Heating 7225 Sandscore CL Suite 1. Winter Perk. FL 32792 Phone: (407) 629 - 6920 fax (407) 629 - 9307 Web: w AwOneStopCooling.mm License: CAC032444 1 Room name I0T LDRY 2 Exposed wall 14.5 f 6.5 f 3 Room height 9.3 f heaftol 9.3 It heattool 4 Room dimensions 1.0 x 188.6 f 1.0 x 73.8 f 5 Room area 186.6 fE 73 8 f' TY C it strtxLon numtxr U-vdtue Btuhilt'-'F) Or HTM BUM Area (fj or perimeter (f) Wad Btuh) Area (M or perimeter (to Load Isuh) Heat Cod Gross . WP/S Heat Cod Gross N/PIS Heat Cod 6 128.09N 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS2om 0.5W n 13.97 13AO 0 0 0 0 0 0 0 0 W 13A-40rs 0.143 n 3.63 2.91 135 135 490 393 60 60 220 176 11 vjJ 128-09N 0.097 a 2.46 283 0 0 0 0 0 0 0 0 C 4A54om 0.550a 13.97 28.33 0 0 0 0 0 0 0 0 vh13A40CS 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS2omd 0.580 a 14.73 2234 0 0 0 0 0 0 0 0 1q/ 12MSN 0.097 s 246 2.83 0 0 0 0 0 0 0 0 4B5.2fn 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0G VjJ 13A-40ts 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 Imo^ 4AS-20m 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 128-09w 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.07 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 48S2(n 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A-4ots 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2om 0-w w 13.71 22.18 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 26A1 0 0 0 0 0 0 0 0 11DO 0.390 w 990 1231 0 0 0 0 0 0 0 0 R 12C-09w 0.091 2.31 1.52 0 0 0 0 0 0 0 0 0 1100 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 0 0 0 0 F 19A-0bscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22Atpm 1.180 29.96 0.00 187 15 434 0 74 7 195 0 6 c)AED excursion 102 43 Ernelopelossfort 924 290 414 133 12 a) Infiltration 158 58 71 26 b) Room uenttation 0 0 0 0 13 lrrternalgams: Occupants@ 230 0 0 0 0 Appliancesbtlter 1200 500 Subtotal (lines 6 to 13) 1083 1549 485 659 Less external load 0 0 0 0 Lesstranslar 0 0 0 0 Redistribution 0 0 104 100 14 Subtotal 1083 1549 569 758 15 Dud bads 1 251/6 3&/al 269 467 251/6 301/6 146 1 229 Total room load 1351 2016 7W 987 Air required (dm) 77 101 42 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t} wrl54 ghtsoft' Right-SuiteOUniversal201818.0.11 RSU25029 2018 Jun-Jung Pae 2 ACd' ...t193WallingtonARHGFlexwDoorOpMblh - N.rup Calc = MA House faces. W 9 wrightsoft• Right,J® Worksheet Job: Lot193 WellingtonARHIG Flex... Entire House Date: 6/14/2018 W. MC/RI/DR One Stop Cooling and Heating 7226 Sandscove Ct. Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fez (407) 629 - 9307 Web: License: CAC032444 1 Roan name FOYER FLEX 2 Exposed wall 6.0 Q 313 R 3 Roan height 9.3 R heatcod 9.3 R heaVood 4 5 Room dmensiorts Roan area 1.0 x 114.0 R 114.0 II' 13.0 x 14.5 R 188.5 R' Ty Constrtxtion U-glue Or HTM Area (III Load Area (Its Load number StuhAF-'F) BUM or Perimeter 00 Bait) or perimeter (M BWh) Heat• Cod Gross NAS Heat Cod Gross N)P/S Heat Cod 6 y! 12&O9w 4A5.2om 4AS-20m 0.097 0.540 0.550 n n n 2.46 13.71 13.97 2.83 13.69 13.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II _ ff 11 W VL-{ 13A40CS 12B-09N 0.143 0.097 n a 3.63 2.46 2.91 2.83 0 0 0 0 0 0 0 0 121 0 121 0 439 0 352 0 4A5.20m 13A4= 4A5.2om 0.550 0.143 0.550 a a a 13.97 3.63 13.97 28.33 2.91 28.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-20m 4A5.2omd 0.550 0.580 a a 13.97 14.73 1633 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I 12B-O9ry 4135.2fm 13A-4ocs 0.097 0.540 0.143 s s s 246 13.71 3.63 2.83 13.69 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 37 0 0 135 0 0 108 G yJ t-G 4A5.2om 128-09w 0.540 0 097 s w 13.71 246 14.76 283 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2om 4A5-2om 0.550 0.550 0.550 w w w 13.97 13.97 13.97 28.33 2833 2823 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41215.21M 13A4ocs 4A5-2om 0.540 0.143 0S40 w w w 13.71 3.63 13.71 30.66 2.91 22.18 0 56 9 0 22 5 0 82 128 0 65 207 0 135 0 0 102 0 0 371 0 0 297 0 4A5.2om 4A5-2om 0.550 0.550 w w 13.97 13.97 28.33 26A1 0 0 0 0 0 0 0 0 16 16 0 2 228 228 463 432 11DO 12C-09N 0.390 0.091 w 9.90 231 12.31 1.52 24 93 24 93 238 215 295 141 0 0 0 0 0 0 0 0t-0 1100 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 60 60 48 86 F 19A.Obscp 0.295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 OA3 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 114 6 180 0 189 32 944 0 61 c)AEDe irslon 1 135 1 1 301 En%ebpelosa/gain 842 844 2394 2039 12 a) Infiltration 66 24 344 127 b) Room ventilation 0 0 0 0 13 IntemalgWrw Occupants@ 230 0 0 0 0 Applianoesbther 0 150 Subtotal (lirtes6 b 13) 1907 868 2738 2316 Lessexternalload 0 0 0 0 Lesstranstier 0 0 0 0 Redistribution 907 868 327 313 14 Subotal 0 0 3065 2629 Duct bads 26% 30°/a 0 0 25% 30°/u 760 793 r Total room load 0 0 3825 3422 Air required (clm) 1 0 0 1 1 218 171 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. rid- wr1w1-vtCs4).f2:- 2018-Jun-1411:4554 M - - •a•-- Right SultALlni%ersa1201818011 RSU25029 Page 3 t 193 ZingtonARHG FlexwOoor OpMbth - N.rup Cole= MJ8 House faces: W wrightsoft• Right -A) Worksheet Job: Lot 193 WellingcunA MG Flex... Entire House Date: 6114/2018 By. MGR IDR One Stop Cooling and Heating 7225 Sendscove Cc Suite 1, Writer Park, FL 32792 Phone: (407) 629 - 6920 Fez: (407) 629 - 9307 Web, w-AwOneStopCooling.com License: CAC032444 1 Room name PAN CAFE 2 Exposedwall 0 f 23.0 It 3 Room height 9.3 It heattool 9.3 f heatbod 4 Room dimensions 5.5 x 4.5 f 10.0 x 13.0 f 5 Room area 24.8 re 130.0 f' Ty Contaumm U-%slue Or HTM Area Load Area Load number or perimeter (M Bbdt) or perimeter (f) Bluh) Heat Cod Gross WP/S Heat Cod Gross NIPS Heat Cod 6 r 12B-09N 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 4A5-20m 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4A5.2om 0 550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 n 3.63 2.91 0 0 0 0 93 93 338 271 11 VjJ 12B-0sw 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 t-G 4A5-2om 0S50 a 13.97 28.33 0 0 0 0 0 0 0 0 13A40rs 0.143 a 363 2.91 0 0 0 0 121 57 207 166 4A5-20m 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5-20(nd 0 580 a 14.73 22.34 0 0 0 0 64 34 943 1430 1qJ f" 12B-0swv 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 48S2fn 0540 s 13.71 13.69 0 0 0 0 0 0 0 0 Ve13A4ocs 0.143 a 363 291 0 0 0 0 0 0 0 0 4A5.20m 0.540 a 13.71 14.76 0 0 0 0 0 0 0 0 128-09N 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0 4A5-20m 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 485.2rm 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13AAccs 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 26.41 0 0 0 0 0 0 0 0 11DO 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09a 0.091 2.31 1.52 0 0 0 0 0 0 0 0 1--0 1100 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 0 0 0 0 F 19"bscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 190-19csco 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 25 0 0 0 130 23 689 0 6 c)AEDexourson 0 121 Envelope loss/gain 0 0 2176 1745 12 a) Infiltration 0 0 251 93 b) Room ventilation 0 0 0 0 13 Internal gains. Ooarpants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 b 13) 0 0 2427 1838 Lessedernalload 0 0 0 0 LesslransW 0 0 0 0 Redistribution 223 213 0 0 14 SubioW 223 213 2427 1836 15 Ouclloads 250A 300A 55 64 250A 300A 6021554 Total room load 278 278 3029 2302 Air required (dm) 1 116 14 172 120 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrlgfetsroft Nght-SuteOLini%ersal201818.0.11 RSU25029 201&Jun-141g Page ... t 193 WallingtonARHG FlexwDoor OPMbth - N1up Calc - MJ8 House faces, W g wrightsoft• Right,J® Worksheet Job: Lot 193 WellingtonA RHG Flex... Entire House Data: 6114/2018 W. MCfRI/DR One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: ~40neStopCooling.com License: CAC032444 1 Room name BED2 BTH2 2 E)posed wall 363 R 6.0 R 3 Room height 9.3 R heall000l 9.3 R heatl000l 4 5 Room c intension Room area 10 x 209.0 Q 209.0 f' 6.0 x 9.0 R 54.0 W Ty Construction U-value or HTM Area (fV) Load Area (Q') load number BWhV-'F) BWh" or perimeter (Ip Btuh) or perimeter (Ip AM) Heat Cod Gross NiPIS Heat Cod Gross NiPIS Heat Cod 6 y! 12B-09w 4A5.2om 4A5-2om 0.097 0.540 0.550 n n n 246 13.71 13.97 2.83 1369 13.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I{---1(`i 11 W Vr1213-09N 13A-4o s 0.143 0.097 n a 3.63 2.46 2.91 2.83 60 0 60 0 220 0 176 0 0 0 0 0 0 0 0 0 G 4A5.2om 4A5-2om O,550 0.143 O.550 a a a 13.97 3.63 13.97 28.33 2.91 28.33 0 121 33 0 Be 0 0 320 456 0 257 926 0 0 0 0 0 0 0 0 0 0 0 0 vh13A4ocs 4A5-2om 4A5-2omd 0.550 0.580 a a 13.97 14.73 16.33 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 1 t-G 12B-0Av 485-21int 13AAccs 0.097 0.540 0.143 s s s 246 13.71 3.63 2.83 13.69 2.91 0 0 158 0 0 158 0 0 574 0 0 460 0 0 56 0 0 51 0 0 187 0 0 150 4AS-2om 128-09N 0.540 0.097 s w 13.71 2.46 14.76 2.63 0 0 0 0 0 0 0 0 4 0 0 0 59 0 64 0 4A5.2om 4A5.2om 4A5-2om 0.550 0 550 0.550 w w w 13.97 13.97 13.97 28.33 28.33 28.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-2(m 13A-00cs 4A5.2om 0.540 0.143 0.540 w w w 13.71 3.63 13.71 30.66 2.91 22.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 0.550 0.550 w w 13.97 13.97 28.33 26A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 11130 12C-0s v 0.390 0.091 w 9.90 2.31 12.31 1.52 0 0 0 0 0 0 0 0 0 84 0 84 0 193 0 127 L-D 11 DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 85 85 69 122 0 0 0 0 F 19A-0bscp 0.295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19csCp 0.049 OA3 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 209 37 1094 0 54 6 180 0 6 c)AEDelmirson 49 15 En -lope loss/gain 2733 1990 619 326 12 a) Infiltration 399 147 66 24 b) Room ventilation 0 0 0 0 13 Internal gains; Oa)jparb@ 230 1 230 0 0 Appliancesbfier 0 0 SubbtW(lines 6to13) 3131 2367 685 350 Less exlernalload 0 0 0 0 Less transfer 0 0 0 0 Redistnbution 27 17 23 14 14 Sublotal 3159 2384 708 364 15 Duct loads 1 25% 30% 784 719 25% 30% 176 110 Total room load 3942 3103 W4 474 Air required (dm) 224 155 50 24 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r$&wrrlghtsoft' 2018 Jun-14 1 Right Sui"universal2018 18.0.11 RSLO25029 Page I 193 Wellington ARHG Flexw0oor OpWth - N rup Celc - MJ8 House faces, W 9 d- wrightsoft• Right -A) Worksheet Job: Lot193 Wellington ARHGFlex Entire House Date: 6/1412018 ey: MUR IDR One Stop Cooling and Heating 7225 Sandscove CL Suite 1. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolrng corn License. CAC032444 1 Room name DROP STRt 2 Exposed wall 0 R 0 R 3 Room height 9.3 ft heaftol 9.3 It heaG000l 4 Roomdmensions 45 x 6.5 ft 75 x 9.0 tl 5 Roan area 29.3 fe 67.5 fF Ty Construction number U- value BtuhAl'-' F) Or HTM Batvtl') Area ( Ill or perimeter (II) Load Btuh) Area (" or perimeter (fq Load Bah) Heat Cod Gross NAS Heat Cod Gross NrP/S Heat Cod 6% 12B-0sw 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 I-- G 4A5.2om 0 540 n 13.71 13.69 0 0 0 0 0 0 0 0 1 G 4A5-2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A4om 0143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 VjJ 12B-09+v 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 4A5- tom 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 15-G, 4A5- tom 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 t- G 12B- 09w 0.097 s 2.46 2.83 0 0 0 0 0 0 0 0 485- 21m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 t-.{^ 13A-40cs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 20m 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B- 0sv 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0 4AS- 2an 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 20m 0-5w w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 485- 2fm 13A- 40cs 0. 540 0. 143 w w 13. 71 3. 63 30. 66 2. 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS- 20m 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5. 20m 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS- 20m 0.550 w 13.97 26.41 0 0 0 0 0 0 0 0 11DO 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09+v 0.091 2.31 1.52 102 84 195 128 70 70 161 106 1_ 0 11DO 0.390 n 9.90 12.31 18 18 177 220 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 0 0 0 0 F 19A-0btxp0.295 2.61 2.00 0 0 0 0 0 0 0 0 F 19C-190= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 29 0 0 0 68 0 0 0 6 c)AEDexcursion 22 7 Erwe" lossrgain 372 326 161 99 12 a) Infiltration 0 0 0 0 b) Roan ventilation 0 0 0 0 13 Internal gains O-pantB@ 230 0 0 0 0 Applianceslother 0 0 Subtotal ( tides 6 to 13) 372 326 161 99 Lessexternal load 0 0 0 0 Lesstrersfer 0 0 0 0 Redistribution 189 162 161 99 14 Subtotal 561 488 0 0 15 Dud loads 256A 30°/6 139 147 251/6 300/6 0 0 Tots) room load 700 636 0 0 Air required (dm) 40 32 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ri- bwrIwt%t--64M 2018-Jun-14114554 AC-+ Right - Suite® Universal 2018 18.0.11 RSU25029 Page 1193 Wellington ARHO FlexwDoor OpMblh - N rup Celc = MJ8 House faces: W wrightsoft• Right -A) Worksheet Job: LM193Wellington ARHGFlex Entire House Date: 6114/ 2018 BY MCJRI/ DR One Stop Cooling and Heating 7225 Sandscove CL Suits 1. Writer Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwxOneStopCooling.com License: CAC032444 1 Room name HALL1 BED4 2 Exposed wall 0 It 28.0 It 3 Room height 9.3 it heaV000l 9.0 it heaVcool 4 5 Room dimensions Room area 9.0 x 4.0 It 36.0 re MO x 13.0 It 195.0 fi Ty Construction number U- value 8t uhAP-- F) Or HTM BLW Area ( IF) or perimeter ( to Load Bhh1) Area # F) a perimeter ( M Load Btuh) Heat Cod Gross NIPS Heat Cool Gross NIPIS Heat Cod 6 1213• 09w 4AS2om 4A5- 2om 0.097 0.540 0.550 n n n Z46 13. 71 13.97 2.83 13.69 13.40 0 0 0 0 0 0 0 0 0 0 0 0 135 0 0 135 0 0 333 0 0 382 0 0 11 W 13A- 4003 12B-09N 0.143 0.097 n a 3. 63 2A6 2. 91 2.83 0 0 0 0 0 0 0 0 0 117 0 102 0 251 0 289 4A5- 2om 4AS2om 0. 550 0.143 0.550 a a a 13. 97 3.63 13.97 28.33 2.91 28.33 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 209 0 0 425 0 0 vh13A- 4ocs 4A5.2om 4A5.2omd 0.550 0.5W a a 13. 97 14.73 16.33 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ 12B- 09w 485.21imn 13P.40cs 0.097 0.540 0.143 s s s 246 13. 71 3.63 2.83 13.69 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjJ C4A5. 2om 1213-09Yv 0.40 0.097 5 w 13. 71 2.46 14.76 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2om 4A5.2om 4A5.2om 0.550 0.550 0.550 w w w 13. 97 13.97 13.97 28.33 28.33 28.33 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- 2rm 13A-40ts 4A5.20m 0.540 0.143 0.540 w w w 13. 71 3.63 13.71 30.66 2.91 22.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 4A5-2om 0.550 0.550 w w 13. 97 13.97 28.33 26.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 11DO 12C- 0sw 0.390 0.091 w 9. 90 2.31 12.31 1.52 0 37 0 37 0 66 0 56 0 0 0 0 0 0 0 0 L- D 1100 0390 n 9.9(i 12.31 0 0 0 0 0 0 0 0 C 16CR- 30ad 0032 0.81 1.44 0 0 0 0 195 195 158 281 F 19A- 0bscp 0.295 Z81 2.00 0 0 0 0 0 0 0 0 F 19C- 19rscp 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A- cpm 1.180 29.96 0.00 36 0 0 0 0 0 0 0 6 c) AED em urslon 3 18 Emielopeloss/gain 86 53 952 1359 12 a) Infiltration 0 0 296 109 b) Room ventilation 0 0 0 0 13 Internal gaft Occupants® 230 0 0 1 230 Applianossb1her 0 0 Subtotal (lines6 to 13) 86 53 1248 1698 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 86 53 13 21 14 Subtotal 0 0 1260 1719 151 Dud loads I 25"/0 30% 0 0 19% 24% 242 419 Total room load 0 0 1 1502 2138 Air required ( dm) 0 0 1 86 107 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. tri, wrtyh--,---- Right-Swte® g universal RSU25029201&Jun- 141Pae7 t 193 Wellington A RHG FlewA)oor OpWth - N cup Celc = MJ8 House races: W 9 wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 193 Wellington A RHG Flex... Date: 6/14/2018 By. MCJRI/DR 7225 Sandsoove CL Suite 1, Winter Perk, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCooling com License: CA0032444 1 Room name GAME BEDS 2 Exposed wall 14.5 It 28.5 It 3 Room height 9.0 it heattool 9.0 R heatbool 4 Room dimensions 18.0 x 14.5 ff 15.5 x 130 8 5 Room area 261.0 R' 201.5 11' Ty Conslructon number U-%value BkdW-'F) Or HTM BtuK" Area (R?) or perimeter (Iq Load Btuh) Area (II) or perimeter (fp Load Btuh) Heat Cod Gnus NtPIS Heat Cod Gross NAS Heat Cool 6 y/ 12B-09w 0.097 n 2.46 2.83 0 0 0 0 0 0 0 0 4AS-2om 0 540 n 13.71 13.69 0 0 0 0 0 0 0 0II----GG 4AS-20m 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A-40s 0.143 n 363 2.91 0 0 0 0 0 0 0 0 11 12B-09v 0097 a 2.46 2.83 131 101 248 284 117 102 251 289 4A5-2om 0.550 a 13.97 28.33 30 0 419 850 15 0 209 425 13A4ots 0143 a 3.63 2.91 0 0 0 0 0 0 0 0 4AS-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5-20m 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS-2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 W! L-G 12B-09N 0.097 s 2.46 2.83 0 0 0 0 140 140 344 395 485.21m 0 540 s 13.71 13.69 0 0 0 0 0 0 0 0 yJ 13A-4ors 0.143 s 363 2.91 0 0 0 0 0 0 0 0 04AS20m 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B-09N 0.097 w 248 2.83 0 0 0 0 0 0 0 0 4A5.20m 0 550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0 550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS-20m 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4B5-21m 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4AS•20m 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS-20m 0.550 w 13.97 26Al 0 0 0 0 0 0 0 0 11DO 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09N 0.091 2.31 1.52 0 0 0 0 0 0 0 0 r 0 11 DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 18CR-30ad 0.032 081 1.44 261 261 212 378 202 202 164 291 F 19A-0bscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19cxp 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22Mtpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDexoursion 24 19 Envelope los4gain 879 1535 we 1379 12 a) Nitration 153 57 301 111 b) Room %notation 0 0 0 0 13 Internal gain Ooatparlt @ 230 0 0 1 230 Appliancesb1her 900 0 Sutxotal(lines 6to13) 1032 2491 1269 1720 Less exterrlalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 48 81 0 0 14 Sublotel 1080 2572 1269 1720 15 Duct loads 1 190/4 249/6 207 628 19DA 24%1 2441 420 Toted room load I 1 1 1288 3199 1513 2140 Air required (din) 73 160 86 107 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Jun-14 11:45:54wrrgtrtsoft- r+ RrghFSuite®Universa1201818A.11 RSU25029 Page t 193 Wellington A RHG RexwOoor OpMbth - N.rup Calc- MJ8 House faces: W wrightsoft• Right-JOWorksheet Job: Lot193WellingrtAWGFlex Entire House Date: 6/14/2018 By: MGRI/DR One Stop Cooling and Heating 7225 Sandscoae CL Suite 1, VUnter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web, w%w0neStopCooling.com License: CAC032444 1 Room name STR2 WIC4 2 Exposed wall 0 ft 5.5 ft 3 Room height 9.0 It heatutcol 9.0 Ill heaVood 4 Roomdirnensions 1.0 x 72.0 ft 5.5 x 6.5 Q 5 Room area 720 R 35.8 fe Ty ConstnxAon U-value Or HTM Area (Its Load Area (I') Load number BLOW--F) BILA" or perimeter (IQ Bbfi) or perimeter (IQ Bbfi) Heat Cod Gross NAS Heat Cod Gross WP/S Heat Cool 6 I L--GG 12M9N 4A5. 2om 4A5- 20m 0. 097 0. 540 0. 550 n n n 246 13. 71 13. 97 2. 83 13. 69 13AO 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 50 0 0 122 0 0 140 0 0 W 11 13A- 4ors 12B- 09N 0. 143 0 097 n a 363 2. 46 2. 91 2. 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS- 2om 4A5- 2om 0. 550 0143 0 550 a a a 13. 97 3. 63 13. 97 28. 33 2. 91 28. 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vh13A4ocs 4A5. 2om 4A5. 2onxl 0 550 0. 580 a a 13. 97 14. 73 16. 33 22. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WJ f 12& Osw 485. 2rm 13A4ocs 0. 097 0. 540 0. 143 s s s 2. 46 13. 71 3. 63 2. 83 13. 69 2. 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 128- 0sv 0. 540 0. 097 s w 13. 71 248 14. 76 2. 83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 4A5- 2om 4A5. 2om 0. 650 0. 550 0. 550 w w w 13. 97 13. 97 13. 97 28. 33 28. 33 28. 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4BS- 2rm 13AAors 4AS- 2om 0. 540 0. 143 0. 540 w w w 13. 71 3. 63 13. 71 30. 66 2. 91 22. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS- 2om 4AS- 2om 0. 550 0. 550 w w 13. 97 13. 97 2833 26. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 1100 12C- 09w 0. 390 0. 091 w 9.90 2. 31 12. 31 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 1100 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 72 72 59 104 36 36 29 52 F 19"bscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19csw 0.049 043 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 6 13 Ernelope loss/gain 59 97 151 178 12 a) Infiltration . 0 0 58 21 b) Room oentilalion 0 0 0 0 13 Internelgairw Oocupants@ 230 0 0 0 0 AppliancesbMer 0 0 Subtotal ( lines 6 b 13) 59 97 209 200 Less extierrtalload 0 0 0 0 Less transfer 0 0 0 0 Redistnbubon 59 97 11 18 14 Subbial 0 0 220 218 15 Ouct loads I 19% 24%1 0 0 190/0 24% 42 53 Total room load 0 0 262 271 Air required (cfm) 0 0 1 15 14 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. j - rJAwrIMgMtsoft' 2018-Jun-145 Rght-SulteeUnhersal201818.0. 11 RSU25029 1Pae AGGA ._t 193 ZflingtonARHGFlexwDoorOpMblh - N rup Celc = MA House faces: W g wrightsoft• Right-J® Worksheet Job: Lot 193 WellinoonA RHG Flex... Entire House Date: 8/14/2018 BY MC/RI/DR One Stop Cooling and Heating 7225 Sandsw%me CL Suite 1. VUnter Perk. FL 32792 Phone: (407) 629 - 6920 Far. (407) 629 - 9307 Web wow 0neStopCoohng.cem License CAC032444 1 Room name LIN 2 Exposed wall 0 R 4.0 R 3 Room height 9.0 R heatbool 9.0 it heattool 4 Room dimensions 53 x 6.5 11 4.0 x 6.5 e 5 Room area 36.8 (F 26.0 re Ty Conslnbon U-%lue Or HTM Area (Al Load Area (RF) Load number Blutw-T) Btu v" or perimeter 01) Bhd1) or perimeter (to Safi) Heat Cod Gross NAS Heat Cod Grose NAS Heat Cod 6 12B4)9nr 0.097 n 2.46 2.83 0 0 0 0 36 36 89 102 I--G 4A5.2om 0 540 n 13.71 13.69 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 n 13.97 13AO 0 0 0 0 0 0 0 0 W 13A-40CS 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 VjJ 12B-09n 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 Ili 4AS-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 vh13A-4ocs 0. 550 a 3. 2.91 0 0 0 0 0 0 0 0 4AS2om 0.550 a 13.9797 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5.2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 WJ a 12B-09w 0.097 s Z46 2.83 0 0 0 0 0 0 0 0 4B5-2(m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 t--G 13A-40CS 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4A5-20(n 0 540 a 13.71 14.76 0 0 0 0 0 0 0 0 128-09m 0.097 w 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om O550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-20m 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 485-2an OS40 w 13.71 30.66 0 0 0 0 0 0 0 0 13A-40ca 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-20m 0.550 w 13.97 26.41 0 0 0 0 0 0 0 0 11D0 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09m 0.091 2.31 1.52 0 0 0 0 0 0 0 0 1-0 11D0 0.390 n 9.90 1221 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 36 36 29 52 26 26 21 37 F 19A-0bscp 0.295 Zell 2.00 0 0 0 0 0 0 0 0 F 19C-19[scp 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 3 10 Envelope to -Vain 29 48 110 130 12 a) Infiltration 0 0 42 16 b) Room ventilation 0 0 0 0 13 Intemelgainsr Oooupants@ 230 0 0 0 0 Applienoes/bther 0 0 Submtal (lines6 to 13) 29 48 152 145 Lessexoemal bad 0 0 0 0 Lesshvislier 0 0 0 0 Redistribution 29 48 10 17 14 Subtotal 0 0 162 162 15 Duct bads 19% 24° 0 0 W,4 24% 31 40 Total room load 0 0 193 201 Air required (dm) 0 0 11 10 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4a- 2018 Jun-14 RghFSuite®Uni%ersal2018 18A.11 RSU25029 Page 0ACZ .. t 193 WellingtonA RHG Aexw0oor OpMbth - Nfup Cale = MJ8 House faces: W 9 wrightsoft• Right-J® Worksheet Job: Lot 193 Wellington RHG Flex... Entire House Date: 6/14/2018 W. MGRI/OR One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Winter Perk, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: www.0neStopCoohng corn License: CAC032444 1 Room name TOP BTH3 2 EVosedwall 6.0 Q 0 It 3 Room height 90 ft heavood 9.0 It heaVcool 4 Room dirnensions 6.0 x 8.5 ff 6.0 x 5.5 R 5 Room area 51.0 R' 33.0 fF Ty Construction U-value Or HTM Area (fV) Load Area (It') Load nurnber Bt dW-'F) BhAt" or perimeter 01) Btuh) or perimeter (IQ Bluh) Heat Cod Gross NrPIS Heat Cod Gross WP/S Heat Cod 6 y! 128-Osw 4A5-20m 4A5-2om 0.097 0.540 0.550 n n n Z46 13.71 13.97 2.83 13.69 13AO 54 3 0 51 0 0 126 41 0 144 41 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W Vt12B-09N 13A-40CS 0.143 0.097 n a 3.63 246 2.91 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 13A-40CS 4A5-2om OS50 0.143 0.550 a a a 13.97 3.63 13.97 28,33 2.91 28.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G T--G 4A5-2om 4A5-2omd 0.550 0.580 a a 13.97 14.73 16.33 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4pI G 12B-09w 4854fm 13A40Cs 0.097 0.540 0.143 s s s Z46 13.71 3.63 2.83 13.69 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 128.O9N 0.540 0.097 a w 1371 2.46 14.76 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2om 4A5-2om 0.550 0.550 0 550 w w w 13.97 13.97 13.97 28.33 28.33 28.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21m 13A-4005 4A5-20m 0.540 0.143 0.540 w w w 13.71 3.63 13.71 3066 2.91 22.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-20m 4A5-20m 0 550 0.550 w w 13.97 13.97 28.33 2SA1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 12C-09N 0 390 0.091 w 9.90 2.31 12.31 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-D 11 DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 51 51 41 74 33 33 27 48 F 19"bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19c1xP 0.049 OA3 031 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AED esursion 17 3 EmMopeloss/gain 208 241 27 45 12 a) Infiltration 63 23 0 0 b) Room ventilation 0 0 0 0 13 Inlemalgairw Ooarpants@ 230 0 0 0 0 Applianoesbther 0 0 Subtotal (lines 6to 13) 272 265 27 45 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 5 8 28 48 14 Subtotal 277 273 56 92 15 Dud loads 1 190/0 24%1 53 67 19% 24°k 11 23 Toml mom load I 1 3301 340 66 115 Air required (dm) 19 17 4 6 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrl®htsoft- Righl-Suite®Universal201818.0.11 RSU25029 2011i Jun-14 11 Page 11 A ...1193 WbllingtonARHG Flexw0oor OpMlh - N rup Celc -14.18 House faces: W wrightsoft• Right-M)Worksheet Job: W193WellinglonARHGFlex Entire House Date: 6/14/2018 By: MGRI/DR One Stop Cooling and Heating 7225 Sandscove CL Suite 1. Winter Park. FL 32792 Phone: (407) 629 - 6920 Far. (407) 829 - 9307 Web: vwwOneStopCooling.com License, CAC032444 1 Roan name WIC3 BED3 2 EVosed wall 12.0 R 22.0 R 3 Room height 9.0 R heaUboW 9.0 R heaUmol 4 Room dimensions 5.0 x 7.0 R 13.5 x 135 R 5 Room Area 35.0 R' 1823 IF Ty Construction number U- value Bbih4F-' F) Or HTM Area (RF) I or perimeter (R) Load Btrfi) Area ( fn I or Perimeter (R) Load Bah) Heat Cod Gross NtP/S Heat Cod Gross NiP18 Heat Cod 6 1qJ 12134)9N 0.097 n 2.46 2.83 45 45 111 127 77 62 151 174 IL-- GG 4AS-20m 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS- 20m 0.550 n 1397 13AO 0 0 0 0 15 0 209 201 W 13A40CS 0.143 n 363 291 0 0 0 0 0 0 0 0 11 yJ 12B-09N 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 r G, 4AS-20m 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 13A- 40cs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 G 4A5.2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 IL G 4A5.2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5- 20md 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 12B- Osw 0.097 s 246 2.83 0 0 0 0 0 0 0 0 tG 485.2Iin 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 13A4ocs 0143 s 3.63 2.91 0 0 0 0 0 0 0 0 4AS- 20m 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 128. 09N 0.097 w 2.46 283 63 57 140 161 122 118 289 332 4A5. 20n 0.550 w 13.97 28.33 0 0 0 0 4 0 56 113 4AS2om 0.550 w 13.97 28.33 6 0 84 170 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 485. 211m 13A- 4ocs 4A5. 2om 0. 540 0. 143 0. 540 w w w 13. 71 3. 63 13. 71 30. 66 2. 91 22. 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2om 4A5. 2om 0. 550 0. 550 w w 13. 97 13. 97 28. 33 28. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 11DO 12C- 09er 0. 390 0. 091 w 9.90 2. 31 1231 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- 0 11DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0032 0.81 1.44 35 35 28 50 182 182 148 263 F 19A-0bscp0.295 2.81 2.00 0 0 0 0 24 24 Be 48 F 19C-19= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 37 04 Envelope lossfon 363 546 922 1047 12 a) Infiltratron 127 47 233 86 b) Room ventlation 0 0 0 0 13 Internal gams• O-Wnts® 230 0 0 1 230 Applianoesb7rer 0 0 Subblal ( Imes 6 b 13) 490 593 1154 1363 Less erdernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 18 29 14 Subtotal 490 593 1172 1392 15 Dud loads 190/0 24% 94 145 19% 24% 225 340 Total roan load 585 737 1397 1732 Air required (dm) 33 37 1 80 87 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 11, 4 s' wrrlgf t ott Riehi-Suite® Universal 201818.0.11 RSU25029 2018 Jun-14 Page 54 12 AC ... t 193 Wellington A RHG FlemmDoor OpMbth - N rup Celc - MJ8 Flouse laces W wrightsoft• Right-J® Worksheet Job: Lot 193 Wellington RHG Flex... Entire House We: 6/1412018 W. MINOR One Stop Cooling and Heating 7225 Sandscove CL Suite 1,1Mnter Park, FL 32792 Phone, (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 1 Room name MBED MHALL 2 Exposedwall 37.5It 6.0 It 3 Room height 9.0 ft heatbool 9.0 R heapood 4 Room rfimensons 1.0 x 289.3 A 6.0 x 6.0 R 5 Room area 289.3 W 36.0 IF Ty Consh oon U-value Or HTM Area (W) Load Area (fl') Load number Bdrh02-T) BWWR') or perimeter (Iq Bhfi) or perimeter (Iq BWh) Heat Cod Gross NAS Heat Cod Gross NIPS Heat Cool 6 yJ 12B-0sw 0.097 n Z46 2.83 36 36 89 102 0 0 0 0 G 4A5.2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS-2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A4ccs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 VjJ I 12B.0sw 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 13A4ocs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 T-G 4A5.2om 0 550 a 13.97 2833 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5-2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 V/-- G 12B4)w 0.097 s 2.46 2.83 122 122 299 344 54 54 133 153 485-21m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 t-G 13A4ocs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4AS-2orn 0.540 s 13.71 1476 0 0 0 0 0 0 0 0 128-09N 0.097 w 2.46 2.83 180 157 387 444 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-20m 0.550 w 13.07 28.33 15 0 209 425 0 0 0 0 485-2fm 0.540 w 13.71 30.66 e 0 110 245 0 0 0 0 13A-4ocs 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 26AI 0 0 0 0 0 0 0 0 11 DO 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09ry 0.091 2.31 1.52 0 0 0 0 0 0 0 0 0 11DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 289 289 235 417 36 36 29 52 F 19"bscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19c9w 0.049 0.43 0.31 285 285 123 87 36 36 16 11 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 123 15 Ernelopeloaggain 1452 2187 178 201 12 a) Infiltraton 396 146 63 23 b) Room oenolaoon 0 0 0 0 13 Internal gairw Occupants® 230 2 460 0 0 Applianoesbther 0 0 Sub0ltsl(lines 6to13) 1848 2793 241 224 Less external load 0 0 0 0 Lesstransrer 0 0 0 0 Redisoibuoon 94 98 241 224 14 Submlal 1942 2891 0 0 15 Duct loads 1 190/0 24%1 373 706 19% 24% 0 0 Total room load 2315 3597 0 0 Air required (dm) 132 180 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r} wrl®Ntsoft- 2018 Jun-1411:4554 Right-Sul"Unhersa1201818.0.11 RSU25029 Pepe 13 A 193 VusllingtonARHG FlexwDoor OpMblh - N.rup Celc= MM House faces- W wrightsoft• Right -A) Worksheet Job: Lot 193 WellingtonA MG Flex... Entire House Date: 6/14/2018 By. MGRI/DR One Stop Cooling and Heating 7225 Sendsmve CL Suite 1. Wilmer Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneStopCooling.eom License. CAC032444 1 Room name MWIC MTOI 2 Exposed wall 0 1t 0 11 3 Room height 9.0 tt heaWool 9.0 It heatbool 4 Room dimensions 1.0 x 79.3 /t 55 x 40 Q 5 Room area 79.3 R' 22.0 IF Ty Conshtxbon U-glue Or HTM Area Load Area (It') Load number Bbjh&-'F) 13tul" ) or perreter (14 Btuh) or perimeter ((a Btuh) Heat Cod Gross NIPS Heat Cod Gross NIPS Heat Cod 8 121349w 0.097 n 246 2.83 0 0 0 0 0 0 0 0 4AS-2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS-20m 0.550 n 13.97 13AO 0 0 0 0 0 0 0 0 W 13A-00cs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 0.097 a 2.46 2.83 0 0 0 0 0 0 0 0t-G12B-O9N 4AS2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 V[- G 13Aaocs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 4AS2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 WJ 1--(3 12B-09.v 0.097 s 2.46 2.83 0 0 0 0 0 0 0 0 4BS2tm 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 VjJ 13A-4ors 0.143 s 363 2.91 0 0 0 0 0 0 0 0 L.-G 4A5-2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B-ftN 0.097 w 2.46 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 485.211rn 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A40rs 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4AS2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4AS2om 0 550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 26A1 0 0 0 0 0 0 0 0 1100 12C-09N 0 390 0.091 w 9.90 2.31 12.31 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R LO 1100 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 79 79 64 114 22 22 18 32 F 19A-0bscp 0.295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-190501) 0.049 043 0.31 73 73 31 22 18 18 8 6 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 8 2 Emoelopelosatain 96 128 26 35 12 a) Infiltration 0 0 0 0 b) Room ventlaton 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applian0:sbther 0 0 Subtotal (lines6 to 13) 96 128 26 35 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 101 109 10 16 14 Subtotal 197 237 35 51 15 Duct loads 190A 24% 38 58 191/6 24% 7 12 Total room load 235 295 42 64 Air required (dm) 13 15 2 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. e}e wrIghtsoft- Right•Suite®Universal 2018 18.0.11 RSU25029 2018 Jun-JunPa4 ge 1 t 193 WkllingtonARHG FlemmDoor OpMbth - N.rup Calc = MJ8 House laces W u 9 wrightsoft• Right-J® Worksheet Job: Lot 193 Wellington RHG Flex... Entire House Sr.BH4f2o18Y: MC/Rl/OR One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Wlnter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vwvwOneStopCooling.com License: CAC032444 1 Room name MBTH HALL2 2 E posed wall 13.0 R 0 Q 3 Room height 9.0 R heatbool 9.0 fl heatlaool 4 Roomdrnensions 1.0 x 122.5 Q 1.0 x 125.3 It 5 Room area 122.5 R' 125.3 R' Ty Construbon U-value Or HTM Area (fF) Load Area (in Load number BGrMI=-'F) 13kh ') or perimeter (fq BWh) or Perimeter (Iq Bwh) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod 6 J 12B-09N 4A5.20m 4A5-20m 0.097 0.540 0.550 n n n 2.46 13.71 13.97 2.83 13.69 13AO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W V/ 11 13A-40rs 12B-09n 0.143 0.097 n a 3.63 246 2.91 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4AS2om 13A-40M 4A5-2om 0.550 0.143 0.550 a a a 13.97 3.63 13.97 28.33 2.91 28.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G 4A5.2om 4A5-2omd 0 550 0.560 a a 13.97 14.73 16.33 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN f 12B-0sw 485-21m 13A4ccs 0.097 0.540 0.143 s s s Z46 13.71 3.63 2.83 13.69 291 117 8 0 109 8 0 268 110 0 308 110 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS•20m 12B-09w 0.540 0.097 s w 13.71 2.46 14.76 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 4A5-2om 0.550 0.550 0.550 w w w 13.97 1397 13.97 28.33 28.33 28.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4BS2fm 13A-40cs 4AS20m O.540 0.143 0.540 w w w 13.71 3.63 13.71 30.66 2.91 22.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 0.550 0.550 w w 13.97 13.97 28.33 26.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 12C-09w 0.390 0.091 w 9.90 2.31 12.31 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R L.-D 11D0 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 123 123 100 177 125 125 102 181 F 19A-Obscp 0295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19rstp 0.049 OA3 0.31 114 114 49 35 3 3 1 1 F 22A<pm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEOexcurson 42 11 Emelopelow/gain 527 587 103 170 12 a) Infiltration 137 51 0 0 b) Room ventlation 0 0 0 0 13 Internal gains Occupants@ 2W 0 0 0 0 Appharxesbther 0 0 Subb3W(lines6ID13) W4 638 103 170 Less ewernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 93 96 103 170 14 Suhtotal 756 734 0 0 15 Duct loads 190/6 24% 145 179 19% 24%1 0 0 Total room load 903 91131 0 0 Air required (dm) 51 46 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r$a- wriatitsort- 2018-Jun-1411:45:54 A(3& •- - Right-Suite®Llniversal 201818.0.11 RSU25029 Page 15 t 193 WellingtonARHG FlexwDoor OpMblh - N.rup Calc= MJ8 House faces. W Static Pressure and Friction Rate Job: Lot 193Wellington ARHO W I' 1 jht50ft° Date: 6114/2018 Entire House By: MINIM One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Wlnter Park, FL 32792 Phone, (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOneStopCooling corn License: CAC032444 a • . • • For: 3096 - Wellington GRH - W, Park Square Homes 3975 Night Heron Or, 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 ft) ft) Measured length of run -out 13 18 Measured length of trunk 30 0 Equivalent length of fittings 145 35 Total length 188 53 Total effective length 241 I Heating Cooling in/100ft) ( in/100ft) Supply Duds 0.141 OK 0.141 OK Return Duds 0.141 OK 0.141 OK Fitting Equivalent LengthDetails Supply 4X= 35,11 A=20,11 G=5,11 G=5,11 A=20,11 J=15,11 G=5,1 A=35,11 G=5: TotalEL=145 Return 6M= 20, 5E1=10,11G=5: TotalEL=35 wrtghtsoft- 2018- Jun- 1411:45:56 Right-Swte® Wlversal 201818.0.11 RSU25029 Page 1 AM, .1193 WellingtonA RHG FlexwDoor OpMDth - Krup Calc =" House faces: W Duct S SJob: Lot 193 Wellington A F;U-* ft +- wrightso• System Date: 6/14/2018 Entire House By: MGR IDR One Stop Cooling and Heating 7225 Sends000e CL Suite 1, Wnter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneStopCooling.com License: CAC032444 For: 3096 - Wellington GRH - W, Park Square Homes 3975 Night Heron Or, Sanford, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.265 / 0.075 in H2O 0.265 / 0.075 in H2O Lowest friction rate 0.141 in/100ft 0.141 in/100ft Actual air flow 1567 drn 1567 dm Total effective length (TEL) 241 ft SupplyDetail Table Name Design Btuh) Htg dm) Clg drrl) Design FIR Diam in) H x W in) Duct Mall Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk BEG2 h 3942 224 155 0.141 8.0 Ox 0 VIFx 43.2 145.0 st3 BEGS c 1732 80 87 0.196 6.0 Ox 0 VIFx 20.4 115.0 st4 BE04 c 2138 86 107 0.197 6.0 Ox 0 VIFx 19.2 115.0 s14 BE05 c 2140 86 107 0.167 6.0 Ox 0 VIFx 38.2 120.0 st5 BTH2 h 884 50 24 0.147 4.0 Ox 0 VIFx 40.2 140.0 SO BTH3 c 115 4 6 0.213 4.0 Ox 0 VIFx 14.6 110.0 s14 CAFE h 3029 172 120 0.203 8.0 Ox 0 VIFx 15.7 115.0 st1 GROP h 700 40 32 0.181 4.0 Ox 0 VIFx 26.7 120.0 SO FAMILY h 2151 122 115 0.142 6.0 Ox 0 VIFx 41.4 145.0 st3 FLEX h 3825 218 171 0.192 8.0 Ox 0 VIFx 17.7 120.0 SO GAME c 3199 73 160 0.161 8.0 Ox 0 VIFx 39.8 125.0 st5 KIT c 2016 77 101 0.204 5.0 Ox 0 VIFx 10.2 120.0 st1 LGRY c 987 42 49 0.201 4.0 Ox 0 VIFx 16.7 115.0 st1 LIN h 193 11 10 0.209 4.0 Ox 0 VIFx 11.8 115.0 st4 MBED c 1798 66 90 0.169 5.0 Ox 0 VIFx 36.9 120.0 st5 MBED- A c 1798 66 90 0.168 5.0 Ox 0 VIFx 38.1 120.0 sty METH h 903 51 46 0.174 4.0 Ox 0 VIFx 32.6 120.0 st5 Mrol c 64 2 3 0.178 4.0 Ox 0 VIFx 29.1 120.0 st5 M1MC c 295 13 15 0.175 4.0 Ox 0 VIFx 31.2 120.0 sty PAN h 278 16 14 0.209 4.0 Ox 0 VIFx 11.7 115.0 SO T013 h 330 19 17 0.218 4.0 Ox 0 VIFx 11.5 110.0 st4 VMC3 c 737 33 37 0.200 4.0 Ox 0 VIFx 17.5 115.0 st4 WC4 h 262 15 14 0.199 4.0 Ox 0 VIFx 18.0 115.0 st4 wrtghtsoft- 2018-Jun-141145.56 r Wght- Suite& Universal 2018 18.0.11 RSU25029 Page 1 ACC111 ... 1193 WallinglonARHG FlexwDoor OpMblh - N rup Celc - MA Flouse (aces: W Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FR fpm) in) in) Material Trunk st1 PeakAVF 962 780 0.141 689 16.0 0 x 0 VinlFlx st4 PeakAVF 247 277 0.196 626 9.0 0 x 0 VinlFlx st2 st2 PeakAVF 605 787 0.161 736 14.0 0 x 0 VinlFlx st3 PeakAVF 397 294 0.141 506 12.0 0 x 0 VinlFlx st1 st5 PeakAVF 358 510 0.161 650 12.0 0 x 0 VinlFlx st2 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) drn) cfm) ft) FR fpm) in) in) Opening (in) Mad Trunk rb3 Ox 0 86 107 53.3 0.141 400 7.0 Ox 0 VIFx rb2 Ox 0 519 680 32.1 0.234 636 14.0 Ox 0 VIFx rb1 Ox 0 9621 7801 49.6 1 0.1511 6891 16.01 Ox 0 1 1 VIFx wrightsoft• 2018•Jun•14 11:45:56 w ,,,, , ,,,,, RIgh4Suite®Unhersal201818.0.11 RSU25029 Page ACCI..J 193 V kllingtonA RHG Flexw000r OpMbth - N rup Celc = MJ8 House laces. W Level 1 11EFtVTW RV VTW lJ\/ VTW Job M Lot 193 Wellington A RHG FlexwD... Perfomned by MC/RI/DR for. 3096 - Wellington GRH - W 3975 Pfighl Heron Or Sanford. FL One Stop Cooling and Heating 7225 Sandscove Ct. Suite 1 Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale: 1 :100 Page 1 RightSuiteO Universal 2018 18.0.11 RSU25029 2018-Jun-14 11:46:21 n A RHG FlexwDoor OpMbth - N.rup Level 2 8x4 MHALL 10x6 METH 51 cfm 107 CGn O EF1 VTR 4" 8x4 10x6 90 cfm BED5 6.. L 2 4„ Y1000RA MBED 107ctm MT MWIC EF1 VTR 5" 3 cfm 8x4 12x12 Y. 10x6 7" STR2 1ox10 90cfn1 10x10 8„ 160 crm GAME 10x10 RA/ 680cfm BED4 10x6 107 cfnl 1f4m / 8.• 3 x18RA 10x10 BEDS 962cfm 12" HALL2 8x 6 cin 10x6 87cfm m ZONE DAMPER EF1 VTR12 16" DAMPER 1ST FLR LRB1 8" 14" DAMPER 2ND FLR 12" BY A SS 6,. 14" 4" p Riser 8x4 l 19 cfm 4" 4 4., RBI 8x4 8x 4- 37 eft Orw WIC4 LI ll WIC3 EF1 VTR Job #: Lot 193 Wellington A RHG FlexwD... One Stop Cooling and Heating Scale: 1 : 100 Performed by MC/RI/DR for. Page 2 3096 - Wellington GRH - W 7225 Sandscove Ct. Suite 1 RightSuile® Universal 2018 3975 Night Heron Dr Winter Park, FL 32792 18.0.11 RSU25029 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018Jun-14 11.46:21 wwwOneStopCooling.com ...n A RHG FlexwDoor OpMbth - N.rup a O U I b r0 S(W eNe v Sco lr 1y.•M o'ra sc otS , sic. DESCRIPTION AS FURNISHED: Lot 193, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America RECORD COPY LOT 192 LOT 207 10i 29.80' 10.00' LOT 206 S 00°16"57" E 60.00' 29.80' 29.80' 13.3' a, 13.3' a, 13.3, v LANAI 13.3' LOT 193 PROPOSED RESIDENCE 3096-WELLINGTON - A CAFE EXT. OPTION GARAGE RIGHT 29.80' 10 10.00' LOT 205 The i8.28Z5 llid— Ok to construct single family home with setbacks and impervious area shown on plan. 39.174 4—P. 309 (o we_kk °Ji" A - A11 Cr R w 3. 0'x5.'0' AC 6. 50' 5. 3' b 10. 00' c PORCH v p 13. 3, 20. 0' 10. 00' 16' L WALK C j 35.20' DRIVE j I— — — — -- I- — — — 10• UTIL. ESMT. SETBACKS AS FURNISHED FRONT - 25'(1) REAR = 20' SIDE 5' (60• LOT) NIGHT 7.5(so Lor) 10 ( 75' Lot) SIDE STREET = 25' (60' do 75' LOT) 15' ( 40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM Or ( 2) IN SUCCESSION AT 25' PROPOSED - nNSHED SPOT GRADE ELEVATIONS PEI2 DRAINAGE PLANS V PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 24.7' Q FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET DRIVE 403/ 194- 597 t SQUARE FEET WALKS 39/ 300= 339 t SQUARE FEET Soo 4159/ 246 - 4405 t SQUARE FEET NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM 5' CONE. WALK S 00°1657" E - 60. 00 " HERON 50' R/W PRIVATE ROAD) 20' — DRI PT PLOT PLAN AREA CALCULATIONS LOT AREA 6900 f SQUARE FEET FLATWORK FOUNDATION/ PAD 2090 f SQUARE FEET REAR PATIO 89 t SQUARE FEET FRONT PORCH DECK 101 i SQUARE I-EET POOL DECK 0 1 SQUARE FEE! PLANS PROVIDED 8Y CLIENT • NOT FIELD VERIFIED LOT 194 PLOT PLAN ONLY NOT A SURVEY CT->? USLTNMEYLTR—SCOTT ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-658-143G P PLAT P1U_ POINT ON LINE NOTES: F Ir. FIELD IRONPIPE TYP. PR,C. TYPICAL POINTOFREVERSE GFWATURC 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY DIE ROMA BOARD OF IJL IRON ROD PL.G POINT OF COPOUND CURVATURE PROFESSONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIOA ADMINISTRATIVE CODE PURSUANT TO SECIION 472.027. FLORIDA STAIUES CA CONCRETE NORMENT RAIL NARADIAL NON -RADIAL 2. UNLESS EMDOSSED MTTII SURVEYORS SIGNATURE AND ORICWAL RAISED SEAL THIS SURVEY MAP OR COPARE NOTE VALID. SET to. REC. 2• IAL . YOLE 4296 RCCOVERCO VP. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM DIIF INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE DINER RESTRICTIONS PAP POINT OF BEGINNING, CALL CALCULATED OR EASENENIS THAT AFFECT THIS PROPERTY. PQ.C. POINT OF COMNTICENCN7 IRK PERMAN[M Rf/fRCNtf MNUNCNT A NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS ODiERw= SHOWN. f CENTERLINE Ff. FINISHED FLOOR ELEVATION A DOS SURVEY 6 PREPARED FOR ME tOLE BENEFIT OF DIOSE CERMEO TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENITTY. NAD NAIL L DISK OSL JUL WELDINGSETOACK LINE OENCNIWIK OVMENSIONS SHOWN MR THE LOGTIdI OF IMPROVeIIEMS HEREON SHOULD NOT BE USED 10 RECONSIRIFCT BOUNDARY ONES. RSV fSNT. RIGKT-•F-VAY CASEKENT ILL BASE WAR" 7. BEMWCS. ARE BASED ASSUMED OAIUT AND ON THE LaPE SHOWN AS BASE BEARING (9.11) DRAIN. DRAINAGE S. ELEVATIONS. IF SHORN. ARE BASED ON NAOONAL GEODETIC VEROCAL DATUM OF 1920. UNLESS OTHERWISE NOTED. U11L.. CLlC UTILITYCHAIN LINKFENCE0. CERORdTE OF AUINORIZAOON No. 4506. WDFG C/ D VOOD FORCE COKCRETC CLOG: SALE I- I' -20 DRAWN 8Y: ••• PIE. P. T. OIKT OF CURVATURE POINT OF TANGCNCY CERTIFIED BY.- DATE. 0 ER No. J497-IB IIESC. DESCRIPTIONLARC LENGTH D DEIiA C CH CNOROCHORD SCARINGNORTH THIS BUILDING\ PROPERLY DOES NOT UE WITHIN - - ••-) T}IF. ESTANUSHED 100 YEAR FLOOD PLANE AS PER FIRM' Mg. RUSEN R, R.L. qfl 4 W. SCOIT, R.L. 4801 ZONE x. MAP / 12117CO090 F (09-28-07) Filename: PARK SQUARE WELLINGTON 3,075SF.rrr RECORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 3075 2 1 Lighting Summary Standard 6,754 6,754 Optional 13,725 6,754 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000------- 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutral 8 - 2 8 25 1 5000 0 T 0 Dryer Summary Standard 5,000 3,500 SANFORO Optional 5,000 3,500 0 AgRTM r Heating and Cooling: Actual Number = 2 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 01M112.0 240 480 01M115.0 240 1,200 011111424013,360 02M1114.0 240 3,360 02M112.0 240 480 02M115.0 240 1,200 021111424013,360 0Heat/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 600120 ' DISH111200 1,200 1,200 P4ICRO1112012001,200 1,200 WH1118.5 240 4,440 0 OPTPOOL11102402,400 OPTPOOLHEAT0 11312407,440 0 FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary --- Standard 0------0 Optional 0 0 25 of Max Motor: -------------------------------------------------------- Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 He 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 = 48,754 16,984 Maximum Amperage = 203 71 Service Voltage = 240 Service Phase = 1 L-------------------------- ______________________ Optional Line Neutral Total Total = 40,402 16,984 Maximum Amperage = 168 71 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designMfQWIGODW values established by others. MiTek 0 RE: PSQ3096A-T - Park Sq. Hms./ WELLINGTON - 3096-A MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS. Project Name: PSQ3096A-T Model: WELLINGTf6W'T&f-T?AYAY Lot/Block: 193 Subdivision: WYNDHAM PRESERVE 60 Address: 3975 NIGHT 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 63 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13714602 4CJ1 4/6/18 12 T13714613 CJ3 4/6/18 2 T13714603 4CJ3 4/6/18 13 T13714614 CJ3T 4/6/18 3 1 T13714604 14J5 4/6/18 14 T13714615 CJ5 4/6/18 4 T13714605 14KJ5 4/6/18 15 T13714616 CJ5T 4/6/18 5 T13714606 1A1 4/6/18 116 T13714617 I D1 4/6/18 6 T13714607 JA2 4/6/18 17 T13714618 I D2 4/6/18 7 T13714608 1131 4/6/18 18 T13714619 JE1 4/6/18 8 T13714609 I B2 4/6/18 19 T13714620 IE2 4/6/18 9 IT13714610 IC1 4/6/18 20 T13714621 JE3 4/6/18 10 IT13714611 IC2 4/6/18 21 T13714622 1 E4 4/6/18 11 IT13714612 1CJ1 4/6/18 22 1 T13714623 JE5 4/6/18 18-2825 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 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 junsdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g.. loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 3%-IUS No 34869 cc 1) STATE OF ft Julius Lee PE No.34869 MITek USA, Inc. FL Cart 6834 69U Parki East BNd..Tampa FL 33610 nee: April 6,2018 Lee, Julius I of RE: PSQ3096A-T - Park Sq. Hms./ WELLINGTON - 3096-A Site Information: Customer Info: PARK SQUARE HMS. Project Name: PSQ3096A-T Model: WELLINGTON 3096-A / TRAY Lot/Block: 193 Subdivision: WYNDHAM PRESERVE 60 Address: 3975 NIGHT HERON DR. City: SANFORD State: FLORIDA No. Seal# Truss Name Date 23 T13714624 E6 4/6/18 24 25 T13714625 IT13714626 E7 E8 4/6/18 4/6/18 26 T13714627 E9 4/6/18 27 T13714628 E10 4/6/18 28 T13714629 F1 4/6/18 29 T13714630 F2 4/6/18 30 T13714631 F3 4/6/18 31 T13714632 1 F4 4/6/18 32 T13714633 1 F5 4/6/18 33 IT13714634 F6 4/6/18 34 IT13714635 I F6A 4/6/18 35 T13714636 I F6C 4/6/18 136 IT13714637 I F7 14/6/18 ' 37 IT13714638 JF8 4/6118 38 IT13714639 I F8A 4/6/18 39 IT13714640 IF9 4/6/18 40 IT13714641 IFT1 4/6/18 41 IT13714642 IFT2 4/6/18 42 T13714643 JG1 4/6/18 43 T13714644 IG2 4/6/18 44 T13714645 G3 4/6/18 k5 T13714646 1 G4 4/6/18 46 T13714647 JG5 4/6/18 47 IT13714648 I G6 4/6/18 48 T13714649 1H1 4/6/18 49 T13714650 J5 4/6/18 50 T13714651 J7 4/6/18 51 T13714652 RT 4/6/18 52 T13714653 KJ5 4/6/18 53 IT13714654 KJ7 4/6/18 54 IT13714655 KJ7T 4/6/18 55 IT13714656 IKJ68 4/6/18 56 IT13714657 1-1 4/6/18 57 T13714658 1-2 4/6/18 581 IT13714659 10 4/6/18 59 IT13714660 1-4 4/6/18 60 IT13714661 IM1 6 8 61 T13714662 I M2 4/6/18 62 T13714663 IN1 4/6/18 63 IT13714664 IV1 4/6/18 2 of2 Job Truss Truss Type Oty Ply Perk Sq. Hms./ WELLINGTON - 3096-A T13714602 PS03096A-T 4CJ1 JACK 4 1 ReferenceJobtoal Mid-Flodda Lumber, Bartow, FL 8 130 s Mar 11 2018 MiTek Industries. Inc. Fri Apr 6 13 49 20 2018 Page 1 10emwhRIOvL27 4p7vp2M3zHyilYx-TJSLCoMpTb8RwGtx5nToP7WDPwLZNGy2kcglADzTOFD 1-0-0 1-0-0 1.0.0 1.0.0 2x4 = Scale = 1.6.1 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 008 Vert(L-) -0.00 2 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.01 Vert(CT) -000 2 >999 180 SCLL 00 ' Rep Stress Incr NO WB 0 00 Horz(CT) -000 3 n/a We BCDL 100 Code FBC2017lrP12014 Matrix-P Wtnd(LL) 000 2 "" 360 Weight: 5 lb FT is 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing REACTIONS. (lb/ size) 3=-9/Mechanical, 2=137/0-7-8, 4=9/Mechanical Max Horz 2=34(LC 6) Max Uplift 3=-9(LC 1), 2=-100(LC 6) Max Grav 3=14(LC 6), 2=137(LC 1). 4=19(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, Cat II, Exp B; Encl , GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 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 MiTek USA, Inc. FL Cart $634 6904 Perko East Blvd. Tampa FL 33610 Date: April 6, 2018 QWARNINO - verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 011II.7473 rev. f"14015 BEFORE USE. Design valid rr use only with MiTek® connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Betore use, me building designer must verity the applicability of design parameters and property Incorporate this design into the overallbuilding design BracingIndicatedIstopreventbucklingofIndividualtrusswebandfrchordmembersonlyMotionaltemporaryandpermanentbracingMiTek• Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection are bracing of trusses and truss systems, see ANSI/TPI11 Quality Criteria, OSS49 and BCSI Building component 11e04 Parke East Blvd Safety Information available from Truss Plate Institute, 210 N Lee Street, Suite 312, Alexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq Hms / WELLINGTON - 3096-A T13714601 PS03096A4 4CJ3 JACK 4 1 Job Reference toptionall Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 112018 MiTek Industries, Inc Fri Apr 6 13:49.20 2018 Page 1 ID.emwhR10vL27 4p7vp2M3zHy31Yx-TJSLCoMpTb8RwGtx5nToP7WDowKONGy2kcgiADzTOFO 1 0 0 3.0-0 r 1.0-0 3-0-0 2x4 = 3-0-0 3.0.0 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0 01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 We , n/a BCDL 100 Code FBC2017frP12014 Matrix-P Wind(LL) 000 2 360 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. ( lb/size) 3=59/Mechanical, 2=203/0-7-8, 4=26/Mechanical Max Horz 2=63(LC 6) Max Uplift 3=-46(LC 10), 2=-116(LC 6) Max Grav 3=59(LC 1), 2=203(LC 1), 4=53(LC 3) FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. Scale = 1.9 4 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- ( 6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25n; Cat. II; Exp B; Encl , GCpi= O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2= 116. 6) 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 MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 6,2018 AWARNING • Vedfy design parameters and READ NOrES ON THIS AND INCLUDED MI rEK REFERENCE PAGE 111/I.7473 rev. 10NU2016 BEFORE USE. Design valid for use only with MRak® connectors. This design Is based only upon parameters shown, and Is lot an Individual building component. not a truss system. Before use, the building designer must vent' the appttcabtkty of design parameters and property Incorporate this design Into the overall buildingdesign Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent braeing M iTe k' Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperty, damage. For general guidance regarding the fabrication, storage, delMry• erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Ptate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Perk Sq. Hms / WELLINGTON - 3096-A T13714604 PSO3096A-T 4.15 JACK 2 1 job Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Mar 112018 MTek Industries, Inc Fri Apr 6 13:49:21 2018 Page 1 ID:6yU3fM1X6LFny25NHtIVVy31Yw-xVOjP8NREuGIYOR8eV_1yL3KbKdO6jBBzGPHifzTOFC 100 5-0-0 1-0-0 5.0.0 2x4 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 200 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0 29 Ven(CT) 0.05 24 999 180 BCLL 0.0 Rep Stress Incr NO WS 0.00 Horz(CT) 0.00 3 n/a We SCOL 100 Code FBC2017frPI2014 Matrix-P Wind(LL) 000 2 360 LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-128/Mechanical, 2=275/0.7-8, 4=46/Mechanical Max Horz 2=93(LC 6) Max Uplift 3=-92(LC 10), 2=-134(LC 6) Max Grav 3=128(LC 1). 2=275(LC 1), 4=93(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. Scala = 1.12.7 PLATES GRIP MT20 244/190 Weight 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing NOTES- (6) 1) Wind. ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCOL=3.0psf, h=25ft, Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1 60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2-134. 6) 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. 34009 IVITek USA, Inc. FL Cert 6634 904 Parka East Blvd. Temps FL 33610 Date: April 6,2018 AWARNING . Vrlfy design parameters and READ NOTES ON THIS AND INCLUDED A9TEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. Oeslgn valid for use only wan MITek® connectors This design Is based only upon parameters shown, and Is for an Individual buading 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 I$ to prevent buckarig of Individual truss web and/Of chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse wan possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, rection and bracing of trusses and truss systems, see ANSVTPIt Quality criteria, OSS49 and SCSI Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Ale andrla, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Perk Sq. Hms / WELLINGTON - 3096-A T13714605J PS03096AJ 4KJ5 MONO TRUSS 2 1 Job Reference o ti Mid -Florida Lumber, Bartow. FL. 8.130 a Mar 11 2018 MTek Industries. Inc. Fri Apr 6 13:49:21 2018 Page 1 ID:6yU3fM 1 X6LFdy25NHtiWy31Yw-xVOjPSNREuGIYOR8eV_1 yL3DIKYC6jBBzGPHIfzTOFC 1.5-0 3.11.10 7-0-14 1.5.0 } 3.11.10 3.1.4 5 2 30 = 2 82 12 LOADING (psQ SPACING- 2-0.0 CSI. DEFL. in Qoc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 012 2-4 666 240 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Ven(CT) 023 2-4 346 180 BCLL 00 Rep Stress Incr NO WB 0.00 Horz(CT) 000 3 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 000 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 REACTIONS. (lb/size) 3=229/Mechanical, 2=27110-7-8. 4=8 1 /Mechanical Max Horz 2- 104(LC 4) Max Uplift 3= 211(LC 8), 2=-160(LC 4) Max Grav 3= 229(LC 1), 2=271(LC 1), 4=148(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1.15. 8 PLATES GRIP MT20 244/190 Weight. 24 lb FT - 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 7-0-14 oc purling. BOT CHORD Structural wood sheathing directly applied or 104-0 oc bracing. NOTES- (7) 1) Wind ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCDL=3.Opsf; h-15fi, Cat. If: Exp B; Pan. Encl., GCpi=0.55; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 loll by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 3.211, 2= 160. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Van: 1-5- 60 Trapezoidal Loads (plQ Vert 5=O( F=30, B=30)-10-3=106(F=-23, B=23), 2=2(F=9, B=9)-to-4=-35(F=-8, B=-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 Lea PE No. VA9 Welt USA, Inc. FL Cert 0834 4904 Parke East Blvd. Tampa FL 33810 Date: April 6, 2018 AWARNING. Vartly d* algn parameters and READ NOTES ON INS AND INCLUDED WrEK REFERENCE PAGE Mtt•7473 rev. 10d0312015 BEFORE USE. Design valid for use only with Mrrakaf connectors. This design Is based only upon parameters shown, and Is for an IndhAdusl building component, not a truss system. Before use. the buildup designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web andfor Uard members only Additional temporary and permanent bracing M iTe k' Is always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication, storage, delMry, erection and bracing of trusses and truss systems. see ANSIRP11 Quality Criteria. 08842 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 2le N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Park Sq. Hms / WELLINGTON - 3096-A 113ty T13714808 PS03096A-T Al GABLE 1 1 Job Reference(optionall Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc Fn Apr 6 13:49.22 2018 Page 1 I D.6yU3fM 1 X6LFdy25NHll Wy3IYw-Pha5dUO37C 099aOKCC WGUYcZyk 1 YrAXLCw9gF5zTOFB 1 0 0 10.0-0 20-0-0 21-0-0 11. 10.0.0 10-0-0 1-0-0 Scale = 1:36 4 4x4 = 3x4 = 22 21 20 19 18 17 16 15 14 3x4 = tx4 It Ix4 II tx4 II Ix4 II 5x5 = tx4 II tx4 II 1x4 II tx4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Uden Ud TCLL 20.0 Plate Grip DOL 125 TC 0.08 Ven(LL) 0.00 13 n/r 180 TCDL . 10.0 Lumber DOL 1.25 BC 004 Vert(CT) 0.00 13 n/r 80 BCLL 0.0 ' Rep Stress Incr NO WB 006 Horz(CT) 0.00 12 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 101 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. REACTIONS. All bearings 20-0-0. lb) - Max Horz 2=106(1-C 11) Max Uplift All uplift 100 Ile or less at joint(s) 2.12. 19. 20, 21, 22. 17. 16, 15. 14 Max Grav All reactions 250 lb or less et joint(s) 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- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph. TCDL=4 2psf: BCDL=3.Opsf: h=25ft: Cat. If. Exp 8: Encl , GCpl=0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) zone:C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1 60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 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 100 lb uplift at joint(s) 2, 12, 19. 20. 21. 22. 17. 16. 15. 14. 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. IQ 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 ITek USA, Inc. FL Cart 66U 690/ Parka East Blvd. Temps FL 33610 Date: April 6,2018 Q WARNING - Varlry design parameters and READ NOTES ON YNS AND INCLUDED AUTEK REFERENCE PAGE M!r-7473 rw. 1010312015 BEFORE USE. aw- Oesign valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bustling design Bracing indicated is to prevent buckling of Individual truss web and/or Chord members only Addnbnel 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 Ida fabrication, storage, delNery, erection and bracing of trusses and truss systems, see ANSVrPl1 duality Criteria. OSS2e and SCSI Building Component 6e04 Parke Eau 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 Park Sq. Hms./ WELLINGTON - 3096-A T13714607lJobPS03096XTA2OUEENPOST21 Reference o fo Mid -Florida Lumber, Bartow. FL. 3 1-0-0 ' 5.3.4 4.8.12 04 = 8 130 a Mar 11 2018 MiTek Industries, Inc Fri Apr 6 13:49:23 2018 4.8.12 ESm. Scale = 1:35.3 3x4 = 3x4 = 5x8 = 13 t0-0-0 20-0-0 t0.0-0 I 10-0-0 Plate Offsets (X.Y)— 12:0-0-8.Edoel.16:0-0-8.Edoel.18.0-4-0.0.3-01 LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.15 2-8 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 075 Vert(CT) -0.31 6-8 >753 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.03 6 n/a Ma BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wind(LL) 0.04 2-8 >999 360 Weight 89 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins BOT CHORD 2x4 SP No 1 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 2-854/0-7-8, 6-854/0.7-8 Max Horz 2=-106(LC 15) Max Uplift 2=-275(LC 10).6=-275(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1256/571. 3-4=-957/443, 4-5=-957/443, 5-6=1256/571 BOT CHORD 2-8=-391/1069, 6-8=-391/1069 WEBS 3-8=-333/257.4-8=182/561,"-333/257 NOTES- (6) 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 Opal; h=25ft; Cat 11; Exp B, Encl.. GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=275, 6=275. 6) 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. 34869 MITek USA, Inc. FL Cert 6634 204 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 AWARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED AdrEK REFERENCE PAGE M11.7473 rev. 16113/2016 BEFORE USE. Design valid for use only with MITek® connetlora This design Is based only upon parameters shown, and Is for on Individual building component, not a truss system Before use, the budding designer must vedty the applkabibty, of design parameters and properly Incorporate this design Into the overall ewding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage for general guidelines regarding the labrkadon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 03842 and SCSI Building Component e904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms / WELLINGTON - 3096-A a T13714808 PSO3096A-T 81 GABLE 1 1 rall Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 13 49:24 2018 Page 1 ID:a82Rsi29s(NiK681a OX2iyJlYv-M4h29PKXpetPuAiKdYkazhthXblJ2Td(EexJ zTOF9 1-0-0 3.114 74-0 10.8.12 1441-0 1"-0 1-0-0 3-114 34-12 34.12 3.114 1-0-0 Scale - 1:28.7 4x4 = f$ US = 3x8 = 3x4 = 74-0 14.8-0 t 7.a.A 7.4.A Plate Offsets (X.Y)- 12 0-2-0.Edoel. 16:0-2-O.Edoel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 025 Vert(LL) 0.05 6-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.11 6.8 999 180 SCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.02 6 n/a We BCDL 10.0 Code FBC2017rTP12014 Matrix-R WInd(LL) 0.03 2-8 999 360 Weight: 77 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=644/0-3-8, 6=644/0-3-8 Max Horz 2=81(LC 10) Max Uplift 2=-305(LC 10). 6=305(LC 11) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3--929/606, 3-4=709/472. 4-5=-709/472, 5-6=-929/606 BOT CHORD 2-8=-427/792, 6.8=427/792 WEBS 3-8=-246/262, 4-8=207/417. 5-8=246/262 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.10-8 oc purlins. BOT CHORD Structural wood sheathing directly applied or 9-0.6 oc bracing. NOTES- (8) 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=15f1; Cat. II, Exp B; Pert. Encl., GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable studs spaced at 2-0-0 oc. 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 Qt=lb) 2=305, 6=305. 8) 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 Welt USA, Inc. FL Celt 66U 6904 Parka East Blvd. Temps FL 3311010 Bate: April 6,2018 Q wARN/ND . Vartly design panmefers and READ NOTES ON rmS AND INCLUDED MarEK REFERENCE PAGE AI&T472 ray. fartiV2015 BEFORE USE. Design valid for use only with MRek* connectots This design Is based only upon parameters Shown, and la for an indMOual budding component, not a truss system. Before use, the budding designer must venty the applrcabl6ty, of design parameters and property Incorporate this design Into the overact budding design. Bracing Indicated Is to prevent buCiding of InNvidual truss web and/or Chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal intury and property damage For general guidance regarding the fabricallon. storage, delivery, erection aria bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Pans East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq HITS / WELLINGTON - 3096-A T13714609 PS03096AJ 82 OUEENPOST 3 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL 8 130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13:49:25 2018 34-12 3.11.4 . 1-" 40 = Scale - 1,26 3 e 3x8 = 30 = 3x4 = LOADING (pst) SPACING- 2-0-0 CSI. OEFL. in loe) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.06 5-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.48 Vert(CT) 0.14 5-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wtnd(LL) 0.05 5-7 999 360 Weight, 61 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=514/Mechanical, 5=588/03-8 Max Horz 8=122(LC11) Max Uplift 8=234(LC 10). 5=-282(LC 11) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-613/434, 2-3=5541395, 3.4--578/406, 4-5=-798/543, 1-8=441/334 BOT CHORD 7-8--224/473, 5-7=371/678 WEBS 3-7=107/290, 4-7=246/266 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 9-7-3 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph, TCDL-4 2psf, BCDL=3.Opsf; h=15ft; Cat. II, Exp B, Part. Encl.. GCpi=O 55: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 8=234, 5=282. 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. Juliue Lee PE No. M$69 MITek USA, Inc. FL Ceft 6634 904 Parke East Blvd. Tampa FL 31610 Date: April 6,2018 AWARNINO - Varlry doslpn parentwers end READ NOTES ON TMS AND INCLUDED WrEK REFERENCE PAGE 11411-7472 rev. 10N212015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Before use. Ina building designer must vent' Ind applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual tons web and/or chord members only Additoml temporaryand pemunant bracing M iTe k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPl1 Quality Criteria, OS049 and SCSI Building Component 6904 Parka East Blvd. Safely Information available from Truss Plate Institute. 216 N lee Street. Suite 312. Alaxondde, VA 22314. Tampa. FL 36610 Job Truss Truss Type city Ply Perk Sq. Hms / WELLINGTON - 3096-A T13714810 PS03096A-T C1 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2015 MiTek Industries, Inc Fri Apr 6 13.49:26 2013 Page 1 ID.3Lcg422odzV2xGjUVhvmawy3lYu•ISpcTrRa3RuaeBK5R2aCfOm9cLJenygw7Y720szTOF7 0-0 5-0-0 + 8-0-0 5.0.0 3-0.0 2x4 = 4x8 = 5.0.0 8.0-0 5-0-0 3-0-0 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) UdeO L/d TCLL 20.0 Plate Grip OOL 125 TC 0.42 Vert(LL) 0 02 2.6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Ven(CT) 0 O6 2-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 Horz(CT) 001 5 n/a We BCDL 10.0 Code FBC2017frPI2014 Matrix-P W1nd(LL) 001 6 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' BOT CHORD 4-5: 2x4 SP No 2 REACTIONS. (lb/size) 2=527/0-7-8, 5=549/Mechanical Max Horz 2=132(LC 8) Max Uplift 2=-183(LC 8). 5=-245(LC 5) Max Grev 2=527(LC 1). 5=564(LC 18) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-580/165 BOT CHORD 2-6=-188/449, 5-6=185/459 WEBS 3-6=0/265, 3-5=-614/247 Scale = 1:19 7 1.Sx4 II 3x4 = PLATES GRIP MT20 244/190 Weight 38 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Structural wood sheathing directly applied or 10-M oc bracing. NOTES- (10) 1) Wind. ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=15ft, Cat. 11; Exp 8; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10 0 pal bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except qt=lb) 2=183, 5=245. 7) Girder carries hip end with 0.0.0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 268 lb down and 139 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 (B) 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-3-60, 3.4=101(F=41), 2-5=34(1`=14) Concentrated Loads (lb) Vert: 3=-175(F) Q wARNima - Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEK REFERENCE PAGE 11,111•747.1 fw. 1"312015 BEFORE USE. Design valid for use only coca MITek® connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the budding designer must verify the applicability of design parameters end properly Incorporate this design into the overall building design Bracing Indicated Is to prevent buckling of individual truss web andlw chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection are bracing of trusses and truss systems, "a ANSIfrPI1 Quality Criteria, OS8-89 and BCSI 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 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 Welk' 6904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq. HmsJ WELLINGTON - 3096-A T13714611' PS03096A-T C2 MONO HIP 1 n LReferenceo Uonel Mid -Florida Lumber, Barlow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13:49:26 2018 Page 1 ID:3Lcg422odzVZxGjUVhvmawy3lYu-ISpcTrRa3RuseBK5R2aCfOmFILOknsAw7Y720szTOF7 1-0-0 3-5.12 6-5-0 8-0-0 1-0-0 3-5.12 2-114 175 4x8 _ Scale - 123 2 1.5x4 II 30 = 7x6 = Bx6 =6 I 3-5-12 i 6.5-0 8-0-0 3.5.12 2.114 1-7.0 Plate Offsets (X.Y)— 14.0.5-0.0-2-0I. 17 0-3-0.0-4-121 LOADING (psQ SPACING- 1-0.0 CST. DEFL. in (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1 25 TC 0.05 Vert(LL) -0.06 2-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.73 Vert(CT) -0.12 2.7 >725 180 BCLL 0.0 Rep Stress Inor NO WB 0.53 Horz(CT) 000 6 n/a n/a BCDL 100 Code FBC2017frP12014 Matrix-P Wind(LL) 007 2-7 >999 360 Weight 102 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOT CHORD 2x6 SP No.2 except end verlicals WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing REACTIONS. (lb/size) 6-1444/Mechanical, 2=1239/0-7-8 Max Horz 2=82(LC 8) Max Uplift 6=-551(LC 8), 2=-460(LC 8) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4153/417, 3-4=-1073/383 BOT CHORD 2-7--417/994, 6-7=402/1071 WEBS 4-7=-1030/2778, 4.6=-2596/974 NOTES- (10) 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 0-9-0 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind. ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15A; Cat. II; Exp B, Encl.. GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1 60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads This item has been6) 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 8t between the bottom chord and any other members electronically signed and 7) Refer to girder(s) for truss to truss connexions. sealed by Lee, Julius, PE 8) Provide mechanical connexion (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) using a Digital Signature. 6=551, 2=460. Printed copies of this9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 246 lb up at 2-1-12, and 647 lb down and 246 lb up at 4-1-12, and 1048 lb down and 399 Ile up at 6-1-12 on bottom chord The design/selection document are not considered of such connexion device(s) is the responsibility of others. signed and sealed and the 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements signature must be verified on any electronic copies. LOAD CASE(S) Standard Julius Lee PE No. 33669 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 MiTek USA, Inc. FL Cert 06U Uniform Loads (plf) Vert: 1-4=30, 4-5=-30, 2-6=-10 6904 Parke East Blvd. Tampa FL 33610 Bate: April 6,2018 QWARNING - Verily design parametrs and READ NOTES ON INS AND INCLUDED WrEK REFERENCE PAGE M11-)413 mv. 10008101E BEFORE USE. wwwe Osslgn valid for use only with MlTelt® connectors This design Is based only upon parameters shown, and Is for an Indivlduel bustling component, not w' a truss system Before use, the bustling designer must verify the applicability of design parameters and property Incorporate this design Into the overact building design Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only Additional temporary and permanent bracing MiTek, Is always required for stablidy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 8904 Parke East ONd safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Nexandrla, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq. Hms./ MLLINGTON - 3096-A T13714811 PS03096A-T C2 MONO HIP 1 Job Reference o el Mid -Florida Lumber, Banow, FL. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-647(B) 9=-647(8) 10=1048(8) 8.130 s Mar 11 2018 MTek Industries, Inc. Fn Apr 6 13.49:26 2018 Pape 2 ID:3Log422odzVZxGIUVhvmawy3lYu-ISpcTrRa3RuaeBK5R2aCfOmFILOknsAw7Y720szTOF7 Q wARNINo - Varlry design parameters and READ NOTES ON rmS AND INCLUDED MI rEK REFERENCE PAGE Mil-7473 rev. t0A3120i$ BEFORE USE. Design valid for usa only with MITeltm 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 appllcablkty, of design parameters and properly Incorporate this design Into the overall bubding design Bracing Indicated Is to prevent buckling or individual truss web andlor Chord members only Additional temporary and permanent bracing M iTe k' Is always required (of stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the faorkatlon, storage. delivery, erection and bracing of trusses and truss systems, see ANSIIrPil Quality Criteria, OSS49 and SCSI Building Component e004 Parks East Blvd Sately IMortnatlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alesandde, VA 22314 Tempe, FL 3e910 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096•A T13714612' PSO3096A-T CJ1 JACK 14 1 I Job Reference (optional Mid-Flonda Lumber, Bartow. FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13:49:27 2018 Page 1 I D:3Log422odzVZxGjUVhvmawy3lYu-mIN_gBSCgkORGLvH715RBcJODIkC WRg4LCsbwJzTOF6 1-5-0 1-0-0 1.5-0 I_" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefi L/d TCLL 20.0 Plate Grip DOL 1.25 TC 017 Vert(LL) 0.00 2 999 240 TCDL 10.0 lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 BCLL 0 0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 We We BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=43/Mechanical, 2=197/0-7-8, 4.9/Mechanical Max Horz 2=50(LC 10) Max Uplift 3=43(LC 1). 2=96(LC 10) Max Grav 3=26(LC 6). 2=197(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. Scale. PLATES GRIP MT20 244/190 Weight: 6 Ib FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft, Cat II, Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 3, 2 6) 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. Ju ius Lee PE No. 74669 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 93610 Date: April 6,2018 0 WARNING -VW designIYp parmafen and READ NOTES ON TroS AND INCLUDED MITEK REFERENCE PAGE aVl-Tp3 raw. Ide3R016 BEFORE USE. Design valid for use only with MITeba connector. This design is based only upon parameters shown, and Is for an Individual budding component, not a truss system Before use, the budding designer must verify the applicability of design parameters and properly incorporate this design Into the overall' budding design. Bracing Indicated Is to prevent budding of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabriestlon, storage, delivery, erection and bracing of trustee and truss systems, see ANSVTPII Quality Criteria, OSS29 end SCSI Building Component 69N Parke Fast Btvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Oy Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714613 PSO3096A-T CJ3 JACK 10 1 Job Reference o tlo e Mid -Florida Lumber, Bartow, FL 8 130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 13:49:27 2018 Page 1 ID XYACH03000dOZOIg2P0777y31Yt-mfN_gBSCgkORGLvH915RBWNMlj1 WRg4LCsbwJzTOF6 1.5-0 3-0-0 1.5.0 3-0-0 Scale = 1:13 1 3-0-0 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 2-4 999 180 BCLL 00 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) 0.00 2 360 Weight. 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=45/Mechanical, 2-243/0.7-8, 4=26/Mechanical Max Horz 2=93(LC 10) Max Uplift 3L47(LC 10), 2=-93(LC 10) Max Grav 3=45(LC 1). 2=243(LC 1), 4=53(LC 3) FORCES. •(Ib) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. BRACING• TOP CHORD Structural wood sheathing direly applied or 3-0-0 oc purllns. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind* ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph: TCDL=4 2psf, BCDL=3.Opsf; h-25ft; Cat. II; Exp B; Encl., GCpi=O 18, MWFRS (envelope) gable end zone and C-C Exterlor(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) 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. 34969 MITek USA, Inc. FL Ceft 6634 6904 Perk* Ent Blvd. Tamps FL 31410 We: April 6,2018 AWARNING • Verify deslOn parameters and READ NOTES ON TICS AND INCLUDED AaTEK REFERENCE PAGE Agl•7471 rev. 144=015 BEFORE USE. Design valid for use only with Mfrek® connectors. This design Is based only upon parameters Shawn. 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 ovarsa building design Bracing Indicated Is 10 prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always reeutred for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection are bracing of trusses and truss systems, sae ANSVTPN Quality Criteria, OSS419 and BC51 Building Component 6904 Parks East BM Safety IMormatlon avatlsbla from Truss Plate Institute, 218N Lae Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36810 Job Truss Truss Type Oly Ply Park Sq. Hms / WELLINGTON - 3096-A ' T13714614 PS03096A-T CJ3T JACK 2 1 Job Reference (oationall Mid-Flodda Lumber, Banow, FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13.49.28 2018 Page 1 I D:nlsMEIrRhGCXiAvptg7vW3 WkB-ErxMtXSgb2811VUUZTcgkprX594 tFucDasc9SIzTOF5 1.5-0 ( 2-3-8 _ 3-0-0 1 S-0 2-3-8 0-0A Seale = 1 13 1 LOADING (psQ SPACING- 2-0-0 CSI. OEFL. In loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.29 Vert(LL) 0.00 6 999 240 MT20 2441190 TCDL 20.0 Lumber DOL 1.25 BC 0.05 V@n(CT) 0.01 6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(CT) 0 01 5 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.01 6 999 360 Weight: 14 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=79/Mechanical, 2=315/0-7-8. 5=6/Mechanlcal Max Horz 2=84(LC 10) Max Uplift 4=-17(LC 7), 2=112(LC 10) Max Grav 4=81(LC 15), 2=315(LC 1). 5=13(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puritns. BOT CHORD Structural wood sheathing directly applied or 6.0.0 oc bracing. NOTES. 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf, h=25ft; 8=451111. L=24ft, eave=5111; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except 0t=1b) 2=112. 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. 31669 Well USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 AWARN/NO - Verify design parameters and READ NOres ON n aS AND INCLUDED WEx REFERENCE PAGE 111/0-7473 rev. Ift"M BEFORE USE. Design valid fat use only with MITekm 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 verity me applicability of design parameters and property Incorporate this design Into me overall budding design. Sradng Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is akvays 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 ANSVTPH Quality Criteria, OSSa9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 38610 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714615 PSO3098A T CJ5 JACK 6 1 job Reference (optional I Mid-Flonda Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc Fn Apr 6 13:49:29 2018 Page 1 10:XXACH030OGdOZOig2PO777y31Yt-i1Vk5tTSMMG9V13g6A8vH1Oh7YMl KAMpVLi78zTOF4 1.5-0 5-0-0 1.5-0 S." LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) VdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(L-) 003 24 999 240 TCDL 10 0 Lumber DOL 1.25 BC 0 29 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(L-) 0.00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3-119/Mechanical, 2=308/0-7-8, 4=46/Mechanical Max Horz 2=138(LC 10) Max Uplift 3=103(LC 10), 2=-103(LC 10) Max Grav 3=119(LC 1), 2=308(LC 1). 4=93(LC 3) FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1 ISO PLATES GRIP MT20 244/190 Weight 18 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing direly applied or 5-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing NOTES- ( 6) 1) Wind. ASCE 7-10; Vug=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf; h=25ft; Cat. 11; Exp 8: Encl.. GCpi= 0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ioint(s) except (p=1b) 3= 103, 2=103. 6) 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 Loa PE No. Mill) 6gTak USA, Inc. FL Cert SIU 690/ Parks East Blvd. Tampa FL 33610 Date: April 6,2018 Atva NG - V ft design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,1II.7472 rev. 10e2/2015 BEFORE USE. Design valid for use only with MITskD connectors. This design is based only upon parameters shown, and Is for an Individual bulling component, not a truss system Before use, the buading designer must verily me applicability of design parameters and properly Incorporate this design Into the Quetta bulking design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' IsalwaysrequiredforStabilityandtopreventCobapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtitsfabrication, storage, delivery, aroctlen end bracing of trusses and truss systems. sae ANSVTPII Quality Criteria. OS&eS and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 31Z Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq. HmsJ WELLINGTON - 3096 A T13714618 PS03096A-T CJST JACK 4 1 Job Reference Io lio I Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Fri Apr 6 13:49:29 2018 Page 1 10:FUOkSes3SeKOLKU7OZEMR7y3WkA•i1Vk5tTSMMG9Vf3g6A8vH1OeDY04 KnMpVLi7BzTOF4 1.5-0 2-3-0 3-3-0 1-5-0 2.3.8 1-0-0 Scala = t 18.0 LOADING (psQ SPACING. 2-0-0 CS1. DEFL. In loc) Ydell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 052 Vert(LL) 0.04 8 999 240 MT20 244/190 TCOL 20.0 Lumber DOL 1.25 BC 0 05 Vert(CT) 0.11 8 496 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) 0.03 6 n/a n/a BCDL 100 Code FBC2017/TP12014 Matrix-P Wlnd(LL) 0.06 8 866 360 Weight: 21 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=189/Mechanical, 2=395/0.7-8, 6=16/Mechanical Max Horz 2=118(LC 10) Max Uplift 5=-56(LC 10). 2=-11O(LC 10) Max Grev 5=189(LC 1), 2=395(LC 1), 6=33(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING- TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph, TCDL-4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 5 except of=lb) 2=110. 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 WTek USA, Inc. FL Cart 6634 904 Parke East Blvd. Tampa FL 33610 Oat*: April 6,2018 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1AM7473 rw. 11"Z2011 BEFORE USE. Design valid for use only with Mrrax® COtlneciore This design Is based only upon parameters shown, and Is lot an Individual building Component, net a truss system Before, use, the building designer must verily, the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Inns web and/or Chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Us fabricauGn, storage, delivery, waction and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6204 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job : Truss Truss Type Oy Ply Perk Sq. Hms./ WELLINGTON - 3096-A T13714617 PSO3096A-T 01 MONO HIP 2 1 job ReferenceU Mid -Florida Lumber. Bartow. FL. 5" 2x4 = 8.130 s Mar 11 2018 MiTek 04 = Inc. Fri Apr 6 13:49.30 2018 Page 1 rpesgufSpEldPyf6jkO W 195FXezTOF3 D D ' Scale = 1:15 0 6x6 II 4 5.1-12 1-6 4 Plate Offsets MY)- 12:0-2-14.0-0.101 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.81 Vert(LL) -0.03 2-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -007 2-7 >999 160 BCLL 0.0 ' Rep Stress Ina NO WB 0.22 Horz(CT) 0.00 9 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wind(LL) 0.05 2-7 >999 360 Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing OTHERS 2x4 SP No.2 REACTIONS. ( lb/size) 2=427/0-7-8, 9=424/0-1-8 Max Horz 2-117(LC 4) Max Uplift 2=-235(LC 4), 9=-271(LC 4) Max Grev 2=427(LC 1). 9-488(LC 16) FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=451/191. 34=374/203, 6-8=158/250 BOT CHORD 2-7=-220/386. 6-7=2031374 WEBS 4-9=369/215 NOTES- ( 11) 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph: TCDL=4 2psf, BCDL=3.Opsf: h=15ft; Cat. 11; Exp B. Part. Encl., GCpi= O 55, MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcunent 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) Bearing at joint(s) 9 considers parallel to grain value using ANSaPI 1 angle to grain formula. Building designer should verify capacity of bearing surface This item has been 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=ib) electronically signed and 2= 235, 9=271. sealed by Lee, Julius, PE 8) Girder carries hip end with 0-0.0 right side setback, 5-0-0 left side setback, and 5-0-0 end setback. using a Digital Signature. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 267 lb down and 164 lb up at Printed copies of this 5- 0-0 on top 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). document are not Considered 11) Truss is designed with. and confirms to the 2007 Florida Building Code w/2009 supplements. signed and sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead r Roof Live (balanced) Lumber Increase=1.25. Plate increase=1.25 Julius Lee PE No.34661 Uniform Loads (pIf) MITWek USA, Inc. fl Cett Bfi36 Vert, 2-5=32(1`=12), 1-3=-60, 34=-96(F=-36) Concentrated Loads ( lb) 004 Parke East Blvd. Tampa fL 93610 Vert, 3= 175(F) Oale: April 6. 2018 Q wARNINo - verify design parameters and READ NOTES ON THIS AND INCLUDED AOTEX REFERENCE PAGE A11I.7473 rev. 1014DU2015 BEFORE USE. Design valid for use only with NhTekib connectors This design Is baud only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and properly Incorporste this design Into the overall buildup design Bracing indicated Is to prevent buckling at Individual trust web andfor chord members only Additional temporary and permanent bracing M iTe k' Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, OSBde and SCSI Building Component SOW Parke East Blvd. Safety Information available tram Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq. HmsJ WELLINGTON - 3096-A ' T13714618 PSO3098A-T D2 MONO TRUSS 14 1 job Reference do al Mid -Florida Lumber, Banow, FL. 8 130 s Mar 112018 MITek Industries. Inc Fit Apr 6 13:49:30 2018 Page 1 ID.7IkaVk429a1HBallc6yEgLy31Ys-AE361DU47f007pesgufSpExp7yi5jimW 195FXezTOF3 1-0-0 6-0-0 15-0 I 6-6-0 06 = Scale, 3/4"c V 0 N 3x4 = 7 2x4 = 6A-0 8A-0 Plate Offsets MYI— 12:0-0-8.Edael LOADING (psQ SPACING- 2.0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 052 Vert(LL) -0.03 2-5 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 125 BC 0.32 Vert(CT) -0 O6 2-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R Wmd(LL) 003 2-5 >999 360 Weight. 27 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc punins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 2=338/0-7-8, 7=220/0.1-8 Max Horz 2=140(LC 6) Max Uplift 2=-191(LC 6), 7=-136(LC 10) FORCES. (Ile) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=15R; Cat. 11; Exp B; Part. Encl.. GCpi=0.55: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except 01=1b) 2=191, 7=136. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 MITek USA, Inc. FL Cert 6634 1101 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 QWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MiTEX REFERENCE PAGE Mil-IO2 rev. 1"212016 BEFORE USE. Design valid for use only with Mrrek® connector$ 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 verity the applicability of design parameters and property Incorporate this design Into me overall beading design 8rsctng Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Welk' Is akraya 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, sea ANSVTPII Quality Cohorts. OSB-ea and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 210 N Lee Street. Suite 312. AlexandM. VA 22314. Tampa, FL 35610 Job • Truss Truss Type Oty Ply Park Sq. HmsJ WELUNGTON - 3096-A T13714619 PS03096A-T E1 HIP 1 nL Reference o tional Mid-Flodda Lumber, Bartow, FL 8.130 s Mar 112018 MiTek Industries, Inc Fri Apr 6 13:49:32 2016 Page 1 ID:Tvlyt45gwut8okS3AgTTCYy31Yr-7(,AquVLfHfkM6nFoJhcufOApmooBbKpvraMbMTOF 1 1 3.9 106-0 14-0-0 18-0-0 22-0-0 28-0-0 L-" 33-0-0 36 2-12 40-0-0 1-0 0-0 3.9 3-2-12 36.0 36-0 4-0-0 4-0-0 4-0-0 36.0 3$-0 3-2-12 3-9 4 Scale = 1." 5 3x4 = 5x5 1.Sx4 II US = 1 5x4 II 800 12 3x4 = US 3x4 = 5x5 = 4 5 6 7 6 9 10 11 12 10i iAV, fil \,i6 F>'w I d 14 151b 44 = 20 19 16 17 16 44 = 4xS = 7x6 = 4x4 = 7x8 = 4xa = LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TC 0.50 BC 0.93 WB 042 Matrix-R DEFL. in Vert(L-) -0.39 Ven(CT) -078 Horz( CT) 0.16 Wind( LL) 049 loc) UdeO Ud 18 > 999 240 18 > 611 ISO 14 n/a n/a 18 > 978 360 PLATES GRIP MT20 244/190 Weight: 482 lb FT = Oah LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oC punins. BOT CHORD 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-6-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=3428/0-3-8, 14=342810.3-8 Max Horz 2=-78(LC 13) Max Uplift 2=-1383(LC 5). 14-1383(LC 4) Max Grev 2=3514(LC 18). 14=3514(LC 17) FORCES. ( lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7179/2980. 3-4=-7099/2988, 4-5=6422/2736, 5-6=9687/4199, 6.7=-9687/4199, 7- 9=10525/4550, 9-10=-9687/4199, 10-11=9687/4199, 11-12=-6422/2736, 12- 13=-7099/2988,13-14=-717912980 BOT CHORD 2-20=2649/6424, 19.20=-3547/8342, 18-19=-4516/10556, 17-18=-4504/10544, 16- 17=-3502/8286, 14-16=2604/6366 WEBS 4-20=-809/2219, 5-20=2657/1292. 5.19=-860/2061, 6-19=492/340. 7-19=-1052/534. 9- 17=-1052/534. 10-17=-4921340. 11-17=860/2061, 11-16-2657/1292, 12-16=-809/2219 NOTES- (11) 1) 2-ply truss to be connected together with 10d (0.148"xV') nails as follows. Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows, 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except 9 noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been providedtodistributeonlyloadsnotedas (F) or (8). unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. electronically signed and 4) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=25ft, Cat. 11; Exp 8; Encl., sealed by Lee, Julius, PE GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL-1.60 using a Digital Signature. 5) Provide adequate drainage to prevent water ponding. Printed COp18S Of this 6) This truss has beendesignedfora100palbottomchordliveloadnonconcurrentwithanyotherliveloads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide document are not considered will fit between the bottom chord and any other members. signed and Sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) signature must be verified 2=1383. 14=1383. on any electronic copies. 9) Girder carries hip endwith7-0-0 end setback. Julius Lee PE No. 34069 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 590 lb down and 306111 up at Wait USA, Inc. fl CeR 86 4 33-0-0, and 590lbdownand306lbupat7-0-0 on top chord The design/selection of such connection device(s) is the 6904 Perks East Blvd. Tampa FL 31610 responsibility of others. 11) TrussIsdesignedwith, and confirms to the 2007 Florida Building Code w/2009 supplements. Date: April 6,2018 Q -RNINO • varfl y design parameters and READ NorES ON rmS AND INCLUDED MITEK REFERENCE PAGE M04473 rev. 1"3r2015 BEFORE USE. Design valid for use only wait WOW conneCldfS 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 appitcsbllity of design parameters and properly Incorporate this design Into the overall building design Bradng indicated Is to prevent buckling of IndlvIduel (fuss web and/or chord members only Additional temporary and permanent bracing MiTek' Is always required for stabilityandtopreventCOPAPSewithPossiblepersonalInjuryandproperlydamage. For general guidance regarding Ins ratit"lon, storage, delivery, erection are bradng of trusses and truss systems, see ANSIRPII Quality Crlteds, OS1349 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata InsidWa, 216 N. Lee Street. Sues 312. Alexandria. VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq Hms./ WELLINGTON - 3096-A T13714619 PS03096A-T E1 HIP 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plo Vert: 1-4=60, 4-12=-131(F=71), 12-15=60, 2.14=-44(F=-24) Concentrated Loads (Ib) Vert: 4=-385(F) 12=-385(F) 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 13:49:32 2018 Pepe 2 ID:Tvlyi45gwut8okS3AgTTCYy31Yr-7cA4uVLfHfkM6nFoJhcu(OApmDOBbKpVfaMbWzTOF 1 WARNING - Vartry design parametars and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PA E 11111147473 rev. 10N3r3015 BEFORE USE. Design void for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an IndtMuel building component, not a buss system Before use, the building designer must verify the applkablity of design parameters and property Incorporate this design Into the overall oull0ing design. Bndnp indicated Is to prevent Ducktlrp of Individual truss web antes chore members any Additional temporary and permanent bracingM iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding me fabrication, storage, delivery, erection and bracmg of trusses and truss systems. see ANSVTPII Quality Criteria, OS819 and BCs1 Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 21O N Lee SUeet. Suite 312, Aleltandde, VA 22314 Tempe, FL 36630 Job. Truss Truss Type Oy Ply Perk Sq. Hms / WELLINGTON - 3096-A T13714820 PS03096A-T E2 HIP 1 1 Job Reference al Mid -Florida Lumber, Barlow, FL. 4-9.4 5x5 = f— 4 8.130 s Mar 11 2018 MTek Industries. Inc. Fri Apr 6 13:49:34 2018 Pace 1 5-5-2 5.6-14 5.8-14 55-2 4.2-12 4.9-4 3x4 = 5x5 = 30 = 5x5 = 5 6 7 a Scats = 149.0 i=ice 3x5 = 18 15 14 13 12 3x4 = 3x4 = 5x8 = 3x4 = 3x4 = a 4 US = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ven(LL) -0.27 14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1 25 BC 0.73 Vert(CT) -0.54 14-15 >875 180 BCLL 00 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.16 10 n/a We BCDL 100 Code FBC2017frP12014 Matrix-R Wind(LL) 0.27 14 >999 360 Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-10.6 oc purlins. BOT CHORD 2x4 SIP No 1 BOT CHORD Structural wood sheathing directly applied or 5-11-4 oc bracing. WEBS 2x4 SIP No 3 REACTIONS. (lb/size) 2=1657/0-3-8.10-165710-3-8 Max Horz 2=97(LC 10) Max Uplift 2=447(LC 7). 10=447(LC 6) FORCES. (Ib) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3040/1272, 3-4=-2799/1168, 4-5=-3217/1403, 5-6=-349311509. 6-7=3493/1509, 7-8=3217/1403,8-9=-2799/1168,9-10=-3040/1272 BOTCHORD 2-16=-1021/2655, 15.16--830/2444, 14-15=1141/3217, 13-14=114113217. 12-13=-830/2444,10.12=- 1021/2655 WEBS 4-16=-63/368, 4- 15=-434/1081, 5-15=-601/306, 5.14=-156/415, 6-14-333/210, 7-14=-157/415, 7-13=- 601/306, 8-13=-434/1081, 8-12=63/368 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vu@= 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; Cat. II; Exp 8: Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extedor(2) zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide This item has been will fit between the bottom chordandanyothermembers. 6) Provide mechanical connection (by others) of truss to bearing plate capable Of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2-447. 10=447 sealed by Lee, Julius, PE 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Juliue Lee PE No. U869 WTak USA; Inc. FL Cart 6891 601 Parke East Blvd. Tampa FL 33810 Date: April 6,2018 Q wARN/ NG - Verffy design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE M/I.7473 rev. 101031201S BEFORE USE. Design valid for use only with MFrek® Connectors. This design Is baud only upon parameters shown, and Is for an individual budding component, not a truss system Before use, the buedkV designer must vent' the applicability of design parameters and properly Incorporate Ihds design Into the overall budding design Bracing Indicated Is to prevent buckling of Individual tops web and/or chord members only Additional temporary and permanent bracing iw iTe k' Is always required for stability andtopreventcdispaswithpossiblepersonalInjuryandproperlydamageForgeneralguidanceregardingtheussesandtrusssystems, see ANSPI1 Quality Criteria, OSS49 and SCSI Building Component fabrication. storage, dellvary, erection and bracingofbIRe9NParkeEastBlvdsa/ivy lnformalion available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms./ WELLINGTON - 3096-A T13714821 PS03096A-T E3 HIP 1 1 o do a Mid -Florida Lumber, Bartow, FL. 5-9.4 3x6 = e.1Ju s mar 11 gins Mt 1 @x inousmes, Inc rn Apr o w:gs:Ja Lu io rode r ID:x6rKvO51hB??Ot 1 FkX_ilmy3lYq-XBS?LwYDxC 1 J Da WgTREJWIefszG50_gFBRoOCrzTOf_ 11-0-0 17-0-0 23-0-0 29-0-0 ( 212.12 40-0-0 41 0 0 5.2-12 64W 6.0.0 6-0-0 5-2.12 5.9.4 -0 Scale = 1.68.9 5x5 = 30 = 3x4 = 5x5 = 4 5 6 7 15 14 1O r " " " 12 11 1 Sx4 II 3x8 = Sx7 = 3x8 = 1.5x4 II 0 1, 3x6 = LOADING (ps, SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 064 Vert(LL) -0.25 13-14 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.54 13-14 >880 180 BCLL 00 Rep Stress Incr NO WB 031 Horz(CT) 0.15 9 Tile Tire BCDL 10.0 Code FBC2017frP12014 Matrix-R Wind(LL) 0.19 13 >999 360 Weight: 208 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc purlins. BOT CHORD 2x4 SP No 1 80T CHORD Structural wood sheathing directly applied or 6-3-3 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5-14. 6-12 REACTIONS. (lb/size) 2=1657/0-3.8, 9=1657/0-3-8 Max Horz 2=116(LC 10) Max Uplift 2= 428(LC 10), 9=-428(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3074/1260, 3.4 2647/1139, 4-5=-2284/1066, "-2840/1263, 6-7=-2284/1066, 7-8=2647/1139, 8-9=3074/1260 BOT CHORD 2-15=-1000/2662,14-15--1000/2662,13.14=-967/2788,12-13=-967/2788, 11-12=-1000/2662,9-11=-1000/2662 WEBS 3-14=-415/275, 4-14=-286/813, 5-14=-781/332, 6.12--781/332, 7-12=-286/813, 8-12=-415/275 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3 Opsf; h=25ft; Cat II, Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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=lb) 2=428, 9=428. 7) Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. QWARNING • Verily design pammalms and READ NOTES ON DOS AND INCLUDED rwTEK REFERENCE PAGE 11/11.7472 rev. I"112016 BEFORE USE. Design valid for use only with MlTakS conneclori This design Is bead 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 chard members ony. 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, we ANSVrPII Quality Criteria, OS1349 and SCSI Building Component Safety Information available from Truss Plata Instltule. 218 N. Las Street. Suite 312. Nexendrla, 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. 34868 Wait USA, Inc. FL Cert 8834 8904 Parb East Blvd. Tampa FL 33810 Date: April 6,2018 weew W1• M!Tek' 6904 Parke East Blvd Tamps, FL 38810 Jog Truss Truss Type oty Ply I af*Sq.HmsJWELUNGTON-3096-A T13714622 PS03096A-T E4 HIP 1 1 job Reference I Mid -Florida Lumber, Banow, FL 8 130 s Mar 112018 MTek Industries, Inc Fn Apr 6 13:49,36 2018 Page 1 ID:x6rKv05lhB770t 1 FkX_ilmy3lYq-700oZGZnWArkSO18mY3VBpCNhM700005YakHzToEz 1 8.9.4 13-0-0 20-0-0 27-0-0 33 2-12 40-" 1 8 9.4 6.2.12 7.0-0 744 6.2.12 6-9.4 -0 Sx8 = 1.Sx4 II Sid = Scale = 169 0 36 = 11 3x5 = 30 = Sx8 = 3x4 = LOADING (psO TCLL 20.0 TCDL 100 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.66 BC 0.52 WB 0.38 Matrix-R DEFL. Vert(L-) Ven(CT) Horz(CT) Wind(L-) in (toe) I/dell L/d 0.26 11-12 >999 240 0.48 11-12 >994 180 0.11 8 n/a n/a 0.14 11 >999 360 PLATES GRIP MT20 244/190 Weight: 199 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No 1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. 4-6. 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6.9.13 oc bracing. BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1657/0-3-8, 8=1657/0.3-8 Max Horz 2=136(LC 10) Max Uplift 2=-452(LC 10), 8=-452(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--2975/1271, 3-4=-2691/1184, 4-5--2457/1159, 5-6=2457/1159, 6-7=-2691/1184, 7.8=2975/1271 BOT CHORD 2-12=-1000/2591, 11-12=-696/2134, 10.11=696/2134, 8-10=1000/2591 WEBS 3-12=-361/322, 4-12=-179/564, 4-11=-213/581, 5-11=-437/271, 6-11=-213/581, 6-1 0=- 179/564, 7-10=-361/322 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf, BCDL=3 Opsf; h=25ft, Cat. 11; Exp B, Encl.. GCpi=O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live bad 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 This item has beenwillfitbetweenthebottomchordandanyothermembers, 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 (it=lb) electronically signed and 2=452, 8=452. sealed by Lee, Julius, PE 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 Supplements. 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 WTsk USA, Inc. III. Cad 6634 004 Parke East Blvd. Tamps FL 33610 Dale: April 6,2018 QWARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED AerEK REFERENCE PAGE AUF7473 rev. 10101/2015 BEFORE USE. Oesign valid for use only with MITekel connector. This design Is based only upon parameters shown, and Is bran NdMduel twllding componam, not a truss system Before use, the building designer must verily the spplkablirly, of design parameter and properly Incorporate this design Into the overall Wilding design. Bradng Indicated Is to prevent buckling of Individual truss web andfr chord member only Additional temporary and permanent bracing MiTek' Is always requited for tlabaay and to prevent collapse with possible personal Injury and properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, OS049 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL Male Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714623 PSO3096A-T E5 HIP 1 1 Job Reference do el Mid -Florida Lumber, Bartow. FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13 49 37 2016 Page 1 tox6rKv051hB??Ol1FkX ilnry31Yq-Te mmrZTTpH1SugCasHnbijlSnlbsrgYelH7GkzTOEy 1-0 7-9.4 154-0 20-0-0 25-0-0 32.2.12 40-0-0 1-0 0 7-9 7.2.12 5-0-0 5-0-0 7.2-12 7-9 -0 5x5 = 1.5x4 II 5x5 = Scale - 1:68.9 3x6 = ,< .. 11 — — 34 = 3x4 = 5x6 = 3x4 = 10-34 20-00 ( 2241-12 40-00 I 10-3.4 9.8-12 9.8.12 10-3.4 LOADING (psO SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 125 TC 0.50 Ven(LL) 0.27 11-12 999 240 TCDL 10.0 Lumber DOL 1.25 SC 052 Vert(CT) 0.46 11-12 999 ISO BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.11 8 We n/a SCOL 10.0 Code FBC2017frP12014 Matrix-R Wind(LL) 0.15 2-12 999 360 LUMBER - TOP CHORO 2x4 SP DSS 'Except' 4-6: 2x4 SP No.2 SOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1657/0-3-8, 8=1657/0.3-8 Max Horz 2=-155(LC IS) Max Uplift 2=-474(LC 10), 8=-474(LC 11) PLATES GRIP MT20 244/190 Weight: 204 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc punins. BOT CHORD Structural wood sheathing directly applied or 6-9-13 oc bracing. FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2947/1266, 3.4=-2711/1250, 4-5=-2146/1050, 5.6=214611050. 6-7=-2711/1250. 7-8=2947/1266 BOT CHORD 2-12=-985/2561, 11-12=-618/1969, 10-11=-618/1969, 8.10=985/2561 WEBS 3-12=-422/371, 4-12=305/686, 4-11=-136/448, 5.11=-276/178, 6.11-136/448, 6-10=305/686. 7- 1 0=-422/371 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = 1O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=474,8=474. 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 Los PE No. 34469 Wait USA, Inc. FL Cart 6634 6204 Parks East Blvd. Tampa FL 33610 oats: April 6,2018 AWARNING - Verify design parameters end READ NOTES ON TFOS AND INCLUDED WTEK REFERENCE PAGE A10.7473 ray. 140312015 BEFORE USE. Design valid for use only with MITek® Connectors This design Is based only upon parameters shown, and Is for an individual building Component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall beading design Bracing Indicated Is to prevent bucNing of Individual truss web and/or chord members only Additional temporary end permanent bracing MiTek• Is Ways required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and braving of trusses and truss systems, see ANSUIPI1 Quality Criteria, 088419 and aCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2te N Lee Street, Suite 312. Mexandde. VA 22314. Tampa, FL 366 to Job' Truss Truss Type Oy Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714824 PS03096A-T E8 HIP 2 1 D Reference lootionall Mid-Flodde Lumber. Bartow. FL. 8.130 s Mar 11 2018 MiTek Industries. Inc. Fri Apr 6 13:49:38 2018 Page 1 ID:PI Pj7m6wSV7s21 eSHF VxHzy3lYp•xmY8ya6E7 Pt41 FP82o08wG9V BJ4bEOhtP 1 goAzTOEx 1 6 0-5 tt 8 3 17-0-0 23-0-0 28313 33.11.11 40.0.0 1.0- 0 fi0-5 SS-13 SS13 SO-0 5 SS13 6 T Scale a 1.69.0 5x5 = 5x5 = 3x4 = 3x8 = 3x8 = 3x4 = 3x4 = 94 17.0.0 94 8.2.12 i 23-D-D 31-2-12 10-0.0 It-0.0 &2-12 a-94 Plate Offsets (X.Y)— 12:0.0-4.Edael. 14 0-2-8.0.3-01. 15:0.3-0.0-2-81. 16 0-2-8.0-2-41. 17:0-2.8.0-3-01.19:0.0.4.Edoel LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loe) UdeD L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0 21 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.26 BC 076 Vert(CT) -0 42 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R W1nd(LL) 0.14 14 >999 360 Weight, 221 lb FT = Deb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-7 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 9=1657/0.3-8, 2=1657/0.3-8 Max Horz 2=174(LC11) Max Uplift 9=494(LC 11). 2=494(LC 10) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3019/1310, 3.4=-2791/1255, 4-5=-2126/1042, 5.6-1827/986, 6.7=2125/1042, 7-8=2791 /1255. 8-9=-3019/1310 BOT CHORO 2-15--1043/2632, 14-15=793/2240, 12-14=527/1826, 11-12=793/2240, 9-11 =-104312632 WEBS 3- 15--304/266, 4-15=-159/487, 4-14=-589/383, 5-14=237/609, 6-12=-238/645, 7-12=- 591/383, 7-11=-160/487, 8-11=-304/266 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind- ASCE 7-10; Vuk=140mph (3-second gust) Vesd=108mph, TCDL=4.2psf., BCDL=3.Opsf; h=25ft; Cat. II; Exp B: Encl.. GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & 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 This item has been will Mbetweenthebottomchordandanyothermembers, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 9=494, 2=494. sealed by Lee, Julius, PE 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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. U869 IMTek USA, Inc. FL Ceft 68U 001 Perks East Blvd. Tampa FL 31610 Date: April 6, 2018 Q wARNINO • Verify design parameters and READ NOTES ON rmS AND INCLUDED hurEK REFERENCE PAGE AW-7473 rev. I"V2015 BEFORE USE. Design valid for use only with KUT06 connectors This design Is based only upon parameters shown, and Is for an Individual budding component, not a truss system Before use, the building designer must verily the Applicability of design parameters and properly Incofporste this design Into the overall budding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only, Additional emporary and permanent bracing iw iTe k' le alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregamingthefabrication, storage, delhrory. erection and bracing of trusses and truss systems, sea ANSVTPII Quality Cdtena, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Information available from Truss Plate Institute, 216 N. Lae Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714825 IPS03096A-T E7 HIP 1 1 ab Refe all Mid -Florida Lumber, Bartow. FL. 0.1 JU s Mar 11 zU10 MI I eK Inausines. Inc. t'n Apr 0 1X411 JV ZU IV 1-aae 1 7.9.4 7-2-12 5-0-0 5-0-0 7.2.12 Scale = 169.7 34 = 5xB i 4 5 5x5 ':- 1.Sx4 II 5x5 = I. Ia Io 13 u ro Ia 34 = 3x4 = 5x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Men Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TIC0.89 Vert(LL) 0.33 13-14 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.94 Vert(CT) 0.58 13-14 >825 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.13 10 We n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-R Wind(LL) 0.18 10-12 >9W 360 Weight: 209 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP NO.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4-8,5-6: 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-1-8 oc bracing. BOT CHORD 2x4 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1657/0-3-8.10=1657/0-3-8 Max Horz 2=-171(LC 11) Max Uplift 2=490(LC 10), 10=555(LC 11) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2974/1280, 3-4=-2740/1284, 4-6=-2029/1087, 6-7=2158/1063, 7-8=2158/1063, 8-9=273811278. 9.10=-2973/ 1275 BOT CHORD 2-14=998/2566. 13-14=-625/1954, 12-13=628/1971, 10-12=99312565 WEBS 3-14= 426/368,4-14=-325/720,4-13=-167/529, 7-13=318/159, 8-13=-96/386, 8-12=-321/ 705,9-12=-418/368 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7710; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCOL=3.Opsf; h=25ft; Cat. II, Exp B, Encl., GCpt=0.18. MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip OOL21.60 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-" tell by 2-0-0 wide This item has been will fit betweenthebottomchordandanyothermembers, with BCDL - IO.Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) electronically signed and 2-490, 10. 555 sealed by Lee, Julius, PE 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. using a (Digital Signature. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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 Well USA, Inc. FL Cert 66U 0904 Perks East Blvd. Tamps FL 33610 oats: April 6, 2018 O WARNING - VeNy design parameters and READ NOTES ON TNIS AND INCLUDED IIQTEK REFERENCE PAGE AIX7472 rev. 1043/2015 BEFORE USE. sesses Design valid for use only with MRake Connectors. This design Is based only upon parameters shown, and la for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bullang design Bracing Indicated Is to prevent buckling of Individual Was web andlof chord members only Additional temporary and permanent bracing M iTe k' la always requiredforstabilityandt0preventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guldance regarding the fabrication, storage, delivery, eradlon and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS0419 and SCSI Building Component 6004 Parka East BM Safety Information available from Truss Plata Institute, 218 N. Last Street, Suite 312. Alexsndde. VA 22314. Tamps, FL 36810 Job Truss Truss Type city Ply Park Sq Hms./ WELLINGTON - 3096-A T13714626 PS03096A-T E8 HIP 1 1 Job Reference i a Mid-Flodda Lumber, Barlow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13:49:39 2018 Page 1 ID:x6rKvO5lhB??Ol1 FkX_IImy31Yq-Oz5WBlbk?OXkiBgbiHJFg8pGEachKmkr63mEKCzTOEw 1 8.9.4 13-0-0 16-0 20-0 0 27-0-0 33.2.12 40-0-0 1-0 12 8 6.23.8 0 3.4-0 7-0-0 8.2.12 6-9.4 144 5x5 = 3x4 = 5xe = 3x4 = Scale - 1.69 7 10- 0-0 20-0-0 30-0-0 40-0-0 1n. n.n 1041.0 fo-0-0 10-0.0 LOADING ( psf) SPACING- 2-0-0 CSI. OEFL. in (loc) I/de8 Ud TCLL 20.0 Plate Grip OOL 1 25 TC 0.93 Vert(LL) 0.32 13 14 999 240 TCDL 10.0 Lumber OOL 125 BC 0.93 Vert(CT) 0.58 13-14 818 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC2017f rPI2014 Main -R Wind(LL) 0.17 13 999 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No 1 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=1657/0-3-8.10=1657/0-3-8 Max Horz 2=171(LC 10) Max Uplift 2=-490(LC 10). 10=555(LC 11) PLATES GRIP MT20 244/190 Weight: 212 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 6-1-4 oc bracing. JOINTS 1 Brace at Jt(s): 6 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--2988/1305, 3.4=-2712/1230, 4-5=285/146, 4.6=2244/1118, 6.7=2242/1117, 7- 8=2450/1186, 8-9-2712/1219, 9-10=-2979/1291, 5-7=293/142 BOT CHORD 2-14=-1032/2604, 13-14--711/2099, 12-13=718/2133, 10-12=-1019/2594 WEBS 3-14=-383/329, 4-14--200/585, 4-13=252/659, 7-13=458/277, 8-13=-158/476, 8- 12=-188/569. 9-12=-353/316 NOTES- ( 8) 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7.10; Vint-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf: h=25ff; Cat II; Exp B, Encl., GCpi= O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 490, 10=555. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Truss is designed with, and confines 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 Lea PE No. 34661) NUTok USA, Inc. FL Cart 6034 6904 Parka East Blvd. Tampa FL $3610 Data: April 6,2018 AWARNING. Verily daslgn perameters and READ NOTES ON THIS AND INCLUDED WWI( REFERENCE PAOE M11.7473 rev. 140MO1S BEFORE USE. Oeslgn valid for use only with MiTak® connectors This design IS based only upon peremetara shown, and If for an Individual building component, not a truss system. Before use, the building designer must verify the apptkablkty, 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 cMfa members only. Additional temporary and permanent bracing M iTek' Isalwaysrequiredforstabay, andto prevent collapse with possible personal Injury and praparty damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Ousllty Criteria. OSB49 and SCSI Building Component 6904 Parka East Blvd Safety Informstlon available from This Plate institute. 218 N. Lea Street, Buda 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq. HMS./ WELLINGTON - 3096-A T13714827 PSO3096A-T E9 HIP 1 1 D e go all Mid -Florida Lumber. Bartow. FL. 8.130 s Mar 11 2018 MiTek Industries. Inc Fri Apr 6 13 49.40 2018 Page 1 ID:x8rKvO5lhB??Ot1FkX ilmy3lYq-u9fuPecMmkIbJLOnG_gUDLLW ?s35t,Liwnt2zTOEv 1-0 5.10.7 11.2-5 16A-0 224.0 29-0-0 34.2-12 40-0-0 1-0 5-10-7 5 3-15 5.5.11 ".0 6." 5 2-12 5 94 600 F12 Sx5 = Scale - 1:69.7 3x8 13 13 12 11 34 = 3x4 = 3x8 = 3x8 MT20MS = 3x4 = 3x4 = 1 Sx4 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip OOL 1.25 TC 065 Vert(LL) -0.22 15-16 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0.74 Veft(CT) 0.48 15-16 >999 180 MT20HS 187/143 BCLL 00 Rep Stress Incr NO WB 0 93 Horz(CT) 0.14 9 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wtnd(LL) 0.20 13 >999 360 Weight: 218 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oC purtins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. (lb/size) 2=1657/0.3-8, 9=1657/0-3-8 Max Horz 2=171(LC 10) Max Uplift 2=-490(LC 10). 9=-555(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3043/1317. 34=-2807/1284. 4-5=2145/1051, 6-7=2625/1336. 7-8=2627/1173, 8-9=3076/1293, 5-6=-2149/1050 BOT CHORD 2-16=-1051/2639, 15-16=-809/2263, 13-15=1031/2833, 12-13=-797/2300, 11-12=-1030/2663. 9-11 =-I 030/2663 WEBS 7-12=-94/401. 8-12=433/268. 5-15=692/1511, 4-15=-598/368.4-16=153/477, 3-16=291/258. 6-13=-3361232. 6-15=1369/672, 7-13=-299/689 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10: VuR=140mph (3-second gust) Vasd-108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II, Exp B: Encl. GCpi=0.IS: MW=RS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MW=RS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. This Item has been6) This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) sealed by Lee, Julius, PE 2=490, 9=555 using a Digital Signature. 8) Truss Is designed with, and confines to the 2007 Florida Building Code w/2009 supplements. 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. U89 Wall: USA, Inc. FL Celt 034 6904 Parke East Blvd. Temps FL I3610 Dale: April 6,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERENCE PAGE MII.1472 rev 1d031201e BEFORE USE. Design valid for use only with MITekib 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 vadfy ma applicability of design parameters and property Incorporate this design Into the overall wading design. Bracing Indicated Is to prevent bucWing of IndMduel truss wso endlor chord members only Additional temporary and permanent bracing M iTe k' Is always r"uired for stabeny and to prevent collapse with posslbls personal Injury and property damage for genaral guidance regarding the fabrication, storage, delivery. erection and bracing of busses and truss systems, sea ANSVTPII Quality 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. Tamps, FL 36610 Job" Truss Truss Type Oty Ply Perk Sq. Hms./ WELLINGTON - 3096-A T13714628 PS03098A•T E10 HIP 1 1 b Reference (ontionall) Mid -Florida Lumber, Bartow, FL. 5.3-15 9.4.9 5x5 = 6.00 12 5 a tju s mar if zuta mt tex maustnes, mc. rn Apr o 1j:4v:aa zu16 3.9-2 6-" 4-2-12 4-9.4 Scale = 1.69 7 Md 1 l 3x6 = v w 15 " " `v 13 12 3x8 = 3x4 = 3x8 = 3x8 MT20HS = 4xS = 3x4 = LOADING (psi) TCLL 20.0 TCLL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1 25 Lumber OOL 125 Rep Stress Incr NO Code FBC2017frPI2014 CSI. TC 0.81 BC 0.73 WS 0.98 Matrix-R DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (lot:) Udell L/d 0 29 13-15 >999 240 0 60 13-15 >795 180 014 10 n/a We 0.25 13-15 >999 360 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 219 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 REACTIONS. (lb/size) 2=1657/0-3-8, 10=165710-3-8 Max Horz 2=171(LC 10) Max Uplift 2=-490(LC 10). 10=555(LC 11) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3040/1319, 3-4=2805/1267, 4-5=-2149/1052, 7-8=3315/1512, 8-9=-2809/1223, 9-10--3033/1317, 5-6=-2116/1062, 6.7=-3835/1789 BOT CHORD 2-16=-1053/2637, 15-16=-81312264, 13-15=858/2443. 12-13=-884/2462, 10-12=-1060/2647 WEBS 8- 12=-53/371, 5- 15=-729/1543, 4-15=-593/376, 4-16=152/465, 3-16-2921256. 7-13=-2008/1000,8-13=- 447/1039,6.15=1128/594.6-13=-818/1800 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult= 140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsf, h=25N; Cat. II, Exp 8, Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. This Item has been 6) ' This truss has been designedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except Qt=lb) sealed by Lee, Julius, PE 2-490. 10=555. using a Digital Signature. 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements 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 INTek USA, Inc. FL Cent 6634 6904 Parke Ent Blvd. Tampa FL 33610 Date: April 6,2018 QWARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE MI47473 rev. 101031201E BEFORE USE. we Design valid for use only with MiTebD connsctors. This design is based only upon parameters shown, and Is for an Individual building component, not a( iwi system. Before use, the building designer must verily the applkabllhy of design parameters and properly Incorporate this design Into the OverW bullding deslgn Bracing mdialad Is to prevent buckling of Individual truss web and/or Urord members only, Adddlorull temporary and permanent bracing MiTek' Is always required for stabilay andtopreventailepsawithpossiblepersonalInjuryandproperlydamageForgeneralguidanceregardinginsfabrication. storage, delivery. erection and bradng of trusses and truss systems, see ANSVIPII Duality Criteria, OSS49 and 8CS1 Building Component 690s Parks East Blvd. Safety Information available from Truss Plats Institute. 216 N. I." Street. Suds 31Z Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Ory Park Sq. Hms./ WELLINGTON - 3096-A r IPty T13714629 PSO3098A T F1 GABLE 1 1 ob e e Lionel Mid-Flodda Lumber, Bartow, FL. 0-ke tf.13u s mar 11 zuiu ml1 ex Inausfn@s, mc. rn Apra tJ:99:Vz zulb rage 1 ID IUz5K67YOpGlfBBeryOAg8y31Yo-gXMpJdclLvJZfYANPNImRzuosiXDwHol7wo¢TOEI Scale = 1.44.1 34 FP = 3x3 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 17 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 FP = 3x3 11 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in log) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 008 Vert(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber OOL 1.00 BC 0 01 Ven(CT) We n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0 03 Horz(CT) 0.00 23 n/a We BCDL 5.0 Code FBC2017fTP12014 Matrix-R Weight: 115 lb FT - O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; purlins, BOT CHORD 2x4 SP No 2(flat) except end verticals. WEBS 2x4 SP No 3(flat) 'Except' BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. 144: 2x4 SP No.2(Bat) OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 26-8-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 44, 23, 43, 42. 41. 40, 39, 38, 37, 36, 35, 34, 33, 32, 30. 29, 28. 27. 26, 25, 24 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- (7) 1) All plates are 1x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 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 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 QWARNING • Vartly daslgn parametars and READ NOTES ON Tres AND INCLUDED MITEK REFERENCE PAGE M11.1473 rev. 10N3/2015 BEFORE USE. aw— Design valid for use only with Mrrekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not wtatrusssystem. Before use, the building designer must verity the applicability or design parameters and properly Incorporate this design Into the overall Oulkling design. Bracing Indicated Is to prevent buckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is aNrsys required for stability and to prevent collapse with possible personal In)ury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 69N Parke East Blvd. Safety Infomution available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Mexandds, VA 22314. Tamps, FL 36610 Job.- Truss Truss Type Oy Ply Park Sq. Hms / WELLINGTON - 3096-A 1 T13714830 PSO3096A-T F2 FLOOR 13 1 Job Referenced al Mid -Florida Lumber, Banow, FL. 0.1.8 H 1fA 2 1 4x4 = tx3 = 1x3 = 4x4 = 1 2 34 = 1x3 II 3x4 = US FP = 3x3 = 3 4 5 6 7 a.1Jusmar11zuIaNit Iexindustries. Inc. rnApr 01J:4a:4Jzu10 rage1 ID:LhXTYR88 6OaHLIgPgXPNOy31Yn-IkLIIfeE3fIAAp7Mx808r zxOC9vGWL01hkRTNzTOEs 34 = 3x3 = 34 = tx3 II 3x3 = e 9 10 11 12 Scale =145 8 34 = 40 = 44 = 13 14 15 17 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 2x3 II 41A = 4x4 = 3x4 = 3x8 = 3x3 = 14 II 1x3 II 34 = 3x10MT20HSFP = 4x4 = 4xa = 34 II 3xe = 34 27.4. 4 Plate Offsets ( X Yl- f l,EdGe.0.1-81 LOADING (psf) SPACING- 1-4.0 CSI. DEFL. in (loc) Udell L/d TCLL 40. 0 Plate Grip OOL 100 TC 0.92 Ven(LL) -0 75 23-24 >431 360 TCOL 100 Lumber DOL 1.00 BC 084 Ven(CT) -1.04 23-24 >313 240 BCLL 0. 0 Rep Stress Incr YES WB 0 66 Horz(CT) 0.12 16 n1a n/a BCDL 5. 0 Code FBC2017/17PI2014 Matrix -Ft LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP DSS(nat) 'Except' 16-20, 2x4 SP No. I(flat) BOT CHORD WEBS 2x4 SP No 3(flat) REACTIONS. (lb/ size) 30=992/0-7-8.16=992103-8 FORCES. (lb) - Max Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-986/0, 15-16=986/0, 1-2=-996/0, 2-3--2670/0, 3-4=-3941/0, 4-6=-4875/0, 6.7= 4875/0, 7-8=-5376/0, 8-9=-5533/0, 9-10=-5384/0, 10.11=-4892/0, 11-12--4892/0, 12-13=- 3969/0, 13-14--2707/0, 14-15=1041/0 BOT CHORD 28-29=0/1931, 27-28=0/3390, 26-27=0/4476, 25-26=0/5218, 24-25=0/5533, 23-24=0/5533, 22-23= 0/5533, 21-22=0/5229, 19-21=0/4499, 18-19=013422, 17-18=0/1974 WEBS 15- 17=0/1386,1-29=0/1353,14-17--1297/0,2-29=1301/0,14-18=0/1019,2-28=0/1027, 13-18= 995/0, 3-28=1002/0, 13.19=0/761, 3-27=0/767, 12-19=737/0, 4-27-744/0. 12-21= 0/534, 4-26=0/542, 10.21=-458/0, 7-26=-464/0, 10.22=-33/376, 7-25=28/381, 9-22- 492/ 179. 8-25=499/ 172 PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 143 lb FT = O%F, O%E Structural wood sheathing directly applied or 2-2-0 oc puriins, except end verticals Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 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. 3#69 MiTek USA, Inc. FL Cart 6634 004 Parks East Blvd. Temps FL 33610 Dale: April 6, 2018 Q WARNING - Verify design parameters and READ NOTES ON THUS AND INCLUDED MITEK REFERENCE PAGE A11/-747.1 rev. IaNM15 BEFORE USE. wwww Design valid for use any with MiTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not w' a trusssystemBeforeuse, the building designer must vedy the applicability of design parameters and properly Incorporate this design Into the overact building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OS849 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Tms Plate Institute, 216 N Lee Street, Suite 31Z Alexandria, VA 22314 Tamps, FL 38610 Job Truss Truss Type Oy Ply Park Sq. HmsJ WELLINGTON - 3096-A T13714631 PS03096A-T F3 FLOOR 2 1 rib ele e c dall Mid-FlOnda Lumber, Barlow. FL. o.IJU 9 Mar 11 2Uld MI I eK Industries, inc Fn Apr o 1J:Va:V4 Lu to r-age I ID:LhXTYR88 6OaHLIgPgXPNOy31Yn-mwvPE4fsgz9loyiYVgvONBWBIbMC?zGeFLU?OgzTOEr 0.1.8 H 1 1-3-0 F 1.3-4 Scale = 1:32.6 3x4 = 3x3 = 3x3 = 1x3 II 1x3 II 34 = 34 = 3x4 = 44 = 2 3 4 5 a 7 a 9 10 2x3 II 44 = 3x4 = 34 = 3x3 = 3x3 = 34 = 3x4 = 44 = 3x3 II LOADING (pso SPACING- 21%0 CST. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 00 TC 0.59 Vert(LL) 0.32 15-16 >724 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) 0.44 15-16 >527 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight. 101 Ib FT = O%F, O%E LUMBER- BRACING - TOP CHORD 20 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SP No. 1(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1056/0.7-8, 11=1056/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-1050/0, 10-11=-1050/0, 1-2=102810. 23=-2650/0, 3.4=-3669/0, 4-5=4172/0, 6-6=4172/0, 6-7=-4172/0, 7-8=-3688/0, 8-9=2683/0, 9-10=-1073/0 BOT CHORD 18-19=0/1986, 17-18-0/3288, 16-17-0/4024, 15.16=0/4172, 14-15=0/4036, 13.14=0/3313, 12-13=012028 WEBS 10-12=0/1429, 1-19=0/1397, 9.12-1328/0, 2-19=1333/0, 9.13=0/911, 2-18=0/923, 8-13=-875/0, 3-18=-887/0, 8-14=0/522, 3-17=0/530, 7-14=-484/0, 4-17=-494/0, 7-15=178/514,4-16=-168/524 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 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) CAUTION, Do not erect truss backwards 4) 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. 3069 UITelt USA, Inc. FL Cert 6614 601 Parke Ent Blvd, Tampa FL 33610 Date: April 6,2018 AWARNING • Verify design parameters and READ NOTES ON rids AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1aN.1r201e BEFORE USE. Design valid for use only with MReh® 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 parematars and properly Incorporate this design Into the overact budding design Bredng Indicated Is to prevent buckling of Individual truss web and/or Chard members only Additional temporary and panMnem bracing WOWIsakvays (squired for stability and to prevent collapse with possible personal Injury end properly damage For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and truss systems, toe ANSVrPlI Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate institute. 218 N. Lee Street, Sude 312. Alexandria, VA 22314. Tampa, FL 36610 Joe Truss Truss Type Oty Ply Perk Sq. Hms / WELLINGTON - 3096-A I T13714632 PSO3096A-T F4 FLOOR 1 1 Job Reference do al MID-FIOnaa Lumber, ttartow, FL. a wu 3 mar I I cv i c rw1 i ea Inuusmea. Inc. rn npr o r0:9a:99 Lu to rage I ID:gt5nn8pIOWOvVKOzN2evcy3lYnamwvPE7fsgz9loyiYVgvONBWBZbJh7 haFLU?OgzTOEr 0." H 1-1.3.0 i 1 12 —I Scale = 1:28.7 4x4 = I)a = 1x3 = 34 = 34 = 1 2 3 3x3 = 34 = 34 = 3x3 = 44 = 4 5 6 7 a PAO 4 1rriIa• ail', .,ae a• EV;ONEAa• Fels-Y Y Yam•-,-Y Y Y-Yi j I,t•, 1 , 000000000000 2x3 It 40 = 3x3 = 3x3 = 1x3 II 14 II 34 = 3x3 = 4x4 = 34 II t7-2-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.58 Ven(LL) -0.20 13-14 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.27 13-14 >755 240 BCLL 00 Rep Stress Incr YES WB 0.59 Holz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 90 lb FT = 0%F, 0%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.213(flat) / except end venlcals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied. REACTIONS. (lb/size) 18=930/0-7.8, 9=930/0.3-8 FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-18=-924/0, 8-9=-924/0, 1-2=-891/0, 2-3=2255/0, 3.4=-3009/0, 4-5=3248/0, 5-6=3021/0, 6-7=-228210, 7-8=930/0 BOT CHORD 16.17=0/1720, 15-16=0/2763, 14-15=0/3248, 13-14=0/3248, 12-13-0/3248, 11-12=0/2782, 10-11=0/1755 WEBS 8-10=0/1238, 1-17=0/1211, 7-10=-1147/0, 2-17=1153/0, 7-11=01733,2-16=0/744, 6.11=-695/0, 3-16=-706/0, 6-12=0/417, 3-15=0/424, 5-12=-515/29, 4-15=-526/18 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design 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) CAUTION, Do not erect truss backwards. 4) 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. 34369 WTek USA, Inc. FL Cert 6034 6904 Perks East Blvd. Tampa FL 31410 Date: April 6,2018 QWARNING - VaNly design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-T473 rw. 10A11201i BEFORE USE Design valid for use only with MITekib connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a tons system. Before use, the building designer must verity the applicability of design paramstars and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of lndMduel truss web and/or chord member$ orgy. Additional temporary and permanent bracing MiTek' Is always requited for stabeay 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, "a ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East alw Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 36610 Job Truss Truss Type Ply Park Sq. Hms / WELLINGTON - 3096-A 10ty T13714633 PSO3096A-T F5 FLOOR 4 1 Job Reference(optionall Mid-Flonaa Lumber, eenow, FL. 0.1-8 H 3— 4x4 = 2 3x3 = 3 a.tju s Mar TT zula Muex inausmes, me Fn Apr b 1J:49:48 zula raga / ID:gt5nn8p1O WO WKOzN2evcy3lYm-E6TnSLgVbGHu06Hl2XOfwP31S?hlkPojU?DYYGzTOEq 1 24 3x3 34 FP = 1l0 II 3x3 = 4 5 a 7 Scale - 134.5 3x3 = 34 = 04 = 44 = a 9 10 11 qY 2x3 II 44 = 04 = 3x3 = 3x3 = 1x3 I) 3x3 = 3xaMT20HSFP = 04 = 4)a = 3x3 II 34 = LOADING (psf) SPACING- 2.0-0 CSI. OEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.89 Vert(LL) 0.39 17-18 >622 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 82 Vert(CT) 0.54 17-18 >454 240 MT20HS 187/143 SCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 107 Ib FT = 0%F, O%E LUMBER- BRACING - TOP CHORD 20 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, BOT CHORD 2x4 SP DSS(8at) 'Except' except end verticals. 12-16: 2x4 SP No. 1(8at) BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3(8at) REACTIONS. (lb/size) 23=1121/0-7-8, 12-1121/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1113/0. 11-12=-111410, 1-2=109610, 2-3=285410, 3-5=399410, 5-6=4685/0. 6-7-468510. 7-8-460310, 8-9=4030/0, 9.10=-2887/0, 10.11=-1147/0 BOT CHORD 21-22=0/2122, 20-21=0/3553, 19-20=0/4431, 18-19=0/4685, 17-18=0/4685, 15.17=0/4461, 14-15=0/3578,13-14=0/2169 WEBS 11-13=0/1526, 1-22-0/1490, 10-13=-1421/0, 2-22=1427/0, 10-14=0/999, 2-21=0/1018, 9.14=-961/0, 3.21=-973/0, 9-15=0/630, 3.20=0/613, 8-15=-599/0, 5-20=607/0, 8-17=42/381, 5-19=96/634. 7-17=-441/231 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss is designed with, and confines 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. =9 MITek USA, Inc. FL Cart 9934 6904 Perks East Blvd. Tampa FL 33910 Date: April 6,2018 AWARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PACE M/1-7473 rev. 10103/2015 BEFORE USE. essess Design valid for us* only with Welds) Connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate, this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addnlonal temporary and permanent bracing M iTe k' Is always 'squired for stabitdy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabric Ion. storage, delMry, a action aria bracing of (fusses and truss systems, sea ANSUTPII Quality Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sub* 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hms./ WELLINGTON • 3096-A T13714634 PS03096A-T F6 FLOOR 2 1 Job Reference (optional) Mid-Flonda Lumber, Barlow, FL. 13- 3x3 13x5 2 3x3 3 4313 B.130 S Mar 11 2015 MITek Industries, Inc. Fn Apr 6 13 49:46 2018 Page 1 10:13fDz79RWkeHWfvOW4atSpy3lYl-iJOAfhg7MaP11 GsxcfxuTcbYgP81 T70tjtz64izTOEp 1f 34 = 34 = 5 6 Scale - 1:23 1 3x6 = 7 34 11 3x3 = 3x3 = 3x6 = 34 = 1.3 11 1 x3 11 3x3 = 3x3 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 054 TCDL 10.0 Lumber DOL 1.00 SC 0.37 BCLL 00 Rep Stress Incr NO WB 0119 BCDL 5.0 Code FBC2017/TPI2014 Matrix-R DEFL. in (loc) Udell Ud PLATES GRIP Verl(LL) -0.02 10 >999 360 MT20 2441190 Vert(CT) -0.03 10 >999 240 Horz(CT) -0.01 16 n/a We LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 8-645/Mechanlcal, 16=326/0.7-8. 13=803/0-7-8 Max Grav 8=645(LC 1), 16=370(LC 8), 13=837(LC 7) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-644/0, 1-16=-365/0, 1-2=297/0, 2-3=484/0, 3-4=78/336, 4-5=-261/38, 5-6=513/0, 6-7=-280/0 BOT CHORD 14-15=0/545, 13-14=0/397, 12-13=336/78, 11-12=0/513, 10-11=0/513, 9-10=01513 WEBS 7-9=0/373, 6-9=-317/0, 1-15=0/396, 2-15=345/0, 4-13=-482/0, 3-13=-497/0, 4-12=0/400,5-12=415/0 Weight, 76 lb FT - O%F, O%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end venicals. Structural wood sheathing directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X T') nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase-1 00. Plate Increase=l 00 Uniform Loads (plQ Vert.8-16=-10, 1-7=-100 Concentrated Loads (lb) Vert:7=-291 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. Mile lee PE No. UU9 Welt USA, Inc. III. Cart 6634 611W Parka East Blvd. Temps FL 33610 Date: April 6,2018 Q WARN/NO • Verity deslpn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Af0.7473 rev. 1"3/2016 BEFORE USE. Design valid for use only with MiTakee 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 ovens building design Bracing indicated is to prevent buckling of Individual truss web and/or chord mambos only. Additional temporary and permanent bracing iw iTe k' Is always required for etabilay, 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 twaS Systems, sea ANSVTPII Quality CAlerls, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Infomtation available from Truss Plate Inetllula, 216 N Lea Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms./ WELLINGTON - 3096-A T13714635 PS03096A-T F6A FLOOR 1 1 Job Reference (optional Mid-Flodda Lumber, Bartow, FL B 130 s Mar 11 201e Milek Industries, Inc. t•n Apr b 13:4V:4r ZU10 rage 1 ID:13fDz79RWkeHWtvDW4aiSpy3lYl-BVeYtl hl6uYdOR7AyS77g8kepO6CMLOyJjfc8zTOEo a-4 Scale = 123 3 3x3 = 34 = tx3 11 tx3 II 3x3 = 34 = 3x6 = 136 2 3 4 5 6 7 8 rXJr • •• I. ie Y Y Y Y Y Y Y'aVi 1 r 31r3 II 3x5 = 3x3 = 3x3 = 34 = 3x3 = 3x5 = 3x3 II 14.0-4A414 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In loc) Vdefl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Ven(LL) 0.10 13 999 360 TCDL 10.0 Lumber DOL 100 BC 0.64 Vert(CT) 0.13 13 999 240 BCLL 0.0 Rep Stress Ina NO WB 0.47 Horz(CT) 0.03 16 We n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-R PLATES GRIP MT20 244/190 Weight: 76 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing. REACTIONS. (lb/size) 9=1048/Mechanical, 16=757/0-3.8 FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 8.9=1042/0, 1.16=751/0, 1-2=736/0, 2-3--1723/0, 3-4=-2148/0, 4-5=2148/0, 5.6=2148/0, 6-7=-1723/0, 7-8-73610 BOTCHORD 14-15=0/1385, 13-14=0/2034, 12-13=0/2148, 11-12=0/2034, 10-11-0/1385 WEBS 1-15=0/980, 8-10=0/980, 2.15=-902/0, 7-10=-902/0, 2-14=0/471, 7-11=0/471, 3-14=432/0. 6-11=43210. 3.13=42/343, 642=82/343 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks. on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to wells at their outer ends or restrained by other means. 4) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements LOAD CASE(S) Standard 1) Dead + Floor Live (balanced). Lumber Increase=l 00. Plate Increase21.00 Uniform Loads (plf) Vert: 9-162-10. 1-8=-100 Concentrated Loads (lb) Vert, 8=-291 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 WTek USA, Inc. FL Carl 6834 204 Parke East Blvd. Tampa FL 33610 Date. April 6,2018 WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED A97Elr REFERENCE PACE M1147473 raw. 1441"016 BEFORE USE. wwww Design valid for use only with M1Tekr connectors This design Is based Only upon parameters shown, and Is lot an Individual building Component, not a truss system Before use, the building designer must verify the applicability of design psranNters and property Incotpotate this design Into the overall buadlag design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only AddiUonal temporary and psnnanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Inforntstlon available from Truss Plata Institute, 218 N. Lora Street, Subs 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714638 PS03096XT F6C FLOOR 1 1 Job ReferenceI Mid-Flofida Lumber, Bartow, FL. 1 1 3x6 = 3x3 = 2 8.130 8 Mar 11 2015 MITek Industries, Inc Fn Apr 6 13:49:47 201E Page 1 10:13fDz79RWkeHWfvDW4atSpy3lYl-BVeYt 1 hl6uYdOR7AyS79g81?pR5COhOVilfcSzTOEo 3x3 = 1x3 II 3x3 3 4 5 34 = 6 Scale = 1.21.6 3x8 = 7 u rr_ Ir a Ir.a Ir_ on. 1Wwea iW. 00092050010i,S 3x3 11 3x3 = 3x3 = 1x3 II 34 = 34 = 3x3 = 34 11 t 3-0-4 13-0.4 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.05 12-13 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.06 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.01 15 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-R Weight 71 lb FT = 0%F, 0%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(8at) except end verticals. WEBS 2x4 SP No.3(8al) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 7-3-8 except (jt=length) 15=0-3.8. lb) - Max Grav All reactions 250 lb or less at joints) 8, 9, 11 except 15=457(LC 1), 10=467(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=450/0, 1-2=-399/0, 2-3=-758/0, 3-4=670/0, 4-5=670/0 BOT CHORD 13-14=0/749, 12-13=0/670, 11-12=0/670, 10-11=0/429 WEBS 1-14=0/531, 6.9=-278/0, 2-14=487/0, 5-10=-512/0. 5-11=0/327 NOTES- (3) 1) Unbalanced floor live loads have been considered for this design. 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) 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. VINI) Milk USA, Inc. FL Cart 66U 6204 Parke East Blvd. Tamps FL 33410 Brie: April 6,2018 AWARNINO - VarNy design parameters end READ NOTES ON IMS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. /OA =Of a BEFORE USE. Design valid for use only wan MlTekm 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 dealgn parameters and properly Incorporate this design Into the overall buadlag design Bracing Indicated Is to prevent buckling of Individual truss web and/or cord members orgy Additional temporary and permanent tracing M iTe k' Is always required tar stability and to prevent Collapse with posstbfe personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSIRPI1 Quality Criteria, DS849 and SCSI Building Component 6004 Ps" East Bald Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Maxandda, VA 22314 Tamps, FL 36810 Job Truss Truss Type Oy Ply Park Sq. HmsJ WELLINGTON - 3096-A T13714837 PSO3096A-T F7 FLOOR 12 1 Job Reference a 6onel Mid-FlOnda Lumber, eanow. FL. 1I- 3-0 i 1 3x8 = 3x3 = 2 B.l:tu s Mar 11 zula MI I ex inaustnes. Inc. Fn Apra td 49 4a 4U 1a rage 1 ID:131Dz79RWkeH WrvDW4atSpy3lYMIh8w4NiNIBgTHaOKkgzMY 1 gwBOmAxg19ALSC9bzTOEn 0.114 0M Scats = 1:21 4 34 = 14 It 34 = 3 4 5 10 = 6 3x4 = tx3 = 71x3 = 3x3 II 3x4 = 3x3 = 1x3 II 3x3 = 3x3 = 3x4 = tx3 It LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/den Ud TCLL 400 Plate Grip DOL 100 TC 0.41 Vert(L-) 007 11 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Ven(CT) 0.10 10-11 999 240 BCLL 0.0 Rep Stress Incr YES WB 042 Horz(CT) 0 02 8 n/a n/a BCOL 5.0 Code FBC2017/TP12014 Matrix-R LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight. 69 lb FT - O%F. 0%E TOP CHORD 2x4 SP No.2(nat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ' BOT CHORD 2x4 SP No.2(nat) except end verticals WEBS 20 SP No.3(nat) BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. REACTIONS. ( lb/size) 15-694/0-3.8.8-69410-7-8 FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-689/0, 7-8=-688/0, 1-2=-665/0, 2-3=1520/0, 3.4=1794/0, 4-5=-1794/0, 5-6=1510/0. 6.7=-637/0 BOT CHORD 13.14=0/1247, 12-13=0/1794, 11-12=0/1794, 10-11-0/1762. 9-10=011225 WEBS 7-9=0/866. 1-14=0/886, 6-9=-818/0, 2-14=809/0, 6.10=0/396, 2.13=0/388, 5-10=-350/0, 3.13=432/0, 5- 11=-139/259 NOTES- ( 4) 1) Unbalanced floor live loads have been considered for this design 2) 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. 3) CAUTION, Do not erect truss backwards 4) 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 Loa PE No. 34669 WTak USA, Ine. FL Cert 6634 6904 Parke East Blvd. Tampa FL $1410 Date: April 6,2018 QWARNINO - Verily design paameters and READ NO7Es ON 710E AND INCLUDED a07EN REFERENCE PACE MO.7472 rev. 1041212015 BEFORE USE. Design Wild for use only with WNW 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 verey, the applicability of design parameters and property incorporate this design Into the ovefsfl 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' Isalwaysrequiredforstabadyandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection slid bracing of trusses and truss systems, see ANSIrrPit Ousllty Cohorts, OS049 and SCSI Balding component sea Parke Fait Blvd. Safety Infomrallon available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714638 PSO3096A-T F8 FLOOR 9 1 D Reference lootionall Mid -Florida Lumber, 1F— 3-0 4x6 = 1 Barlow, FL. a 17u s mar i i zuln mu eK mausmes, mc. rn Apra 1J:4v:4a zuia rage 1 ID mGDtATA3H1m88oUP4o56_ty31Yk-7uilli)?eVoKvkaWHNVb4FDOBc2WgDSJPdCmhlzTOEm 1--I 0*s Scale = 1:32.7 3x4 = 3x3 = 3x3 = 114 II 34 = 3x3 = 3x3 = 2 3 4 5 6 7 6 1x3 II 114 = 4x4 = 1x3 = 9 10 22 q 21 3x3 II 4x5 = 3x4 = 3x3 = 3x3 = 1x3 II 3x3 = 3x3 = 4x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -033 15 >712 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Ven(CT) -045 15 >519 240 BCLL 0. 0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 11 n/a n/a BCDL 5. 0 Code FBC2017frP12014 Matrix-R Weight: 102 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins, BOT CHORD 2x4 SP No. I(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 20=106110-3-8, 11=1061/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1054/0, 1-2=1078/0, 2-3=-2699/0, 3.4=-3710/0, 4-5=4215/0, 5-6=-4215/0, 6-7= 3999/0, 7-8=-3251/0, 8-9=-1923/0 BOT CHORD 18-19=0/2038, 17-18=0/3331, 16.17-0/4067, 15-16=0/4215, 14-15=0/4215, 13-14=0/3760, 12-13= 0/2718, 11-12=0/1100 WEBS 9- 11=-1495/0, 1-19=0/1436, 9-12=0/1146, 2-19=-1335/0. 8-12=1106/0, 2-18=0/918, 8-13= 0/741, 3.18=-880/0, 7-13=708/0, 3.17=0/526, 7-14=0/458, 4-17=-497/0, 6-14=- 545/83, 4-16-172/532 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 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 restralned by other means. 3) CAUTION, Do not erect truss backwards. 4) 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 La PE No. U869 Wilk USA, Inc. FL Cart 6034 6904 Parka East Blvd. Tampa FL 31610 Date: April 6, 2018 AWARNING - verify design parameters and READ NOTES ON TIOS AND INCLUDED WTEK REFERENCE PAGE M/I.7473 rev. IN0312015 BEFORE USE. wwww Design valid for use only with MITelt® connectors This design Is based only upon parameters shown, are Is for an Individual budding component, not a truss system, estate use, the buildup designer must verity the epplicabllity, Of design parameters and property Incorporate this design Into the overact bulldmg design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Welk' Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregarding (he fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSS41 and SCSI Building Component 00s Parke Fast Blvd Saraty Informatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandds, VA 22314 Tampa, FL 366 to Job Truss Truss Type City Ply Park Sq. Hms / WELLINGTON - 3096-A T13714839 PSO3096A-T F8A FLOOR 1 1 ReferenceJob (optional) Mid -Florida Lumber, Barlow, FL. I—'-3.0 8.130 s Mar 112018 MTek Industries, Inc Fri Apr 6 13:49:50 2018 Page 1 ID.mGDeATA3H1m88oUP4o56_1y31Yk-b4GgV2jdPpwAWt9ir40gdSmE OSRPLSeHxJDTzTOEI Scale = 132 7 3x3 = tx3 3x3 = 3x3 = 3x6 = 3x3 = 34 = 11C3 II 31l3 = 3x3 = 1x3 = 2 3 4 5 6 7 6 9 10 w w - _ - - w r-w r•w III 3x3 II 3x3 = 3x3 = 34 = 3x5 = 3x3 = tx3 II 34 = 3X3 = 3x3 = tx3 II LOADING (psf) SPACING- 2-0-0 CST. TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 TCDL 10.0 Lumber OOL 1.00 SC 0.60 BCLL 0.0 Rep Stress Incr YES WS 0.47 BCDL 5.0 Code FBC2017/TPI2014 Matnx-R LUMBER - TOP CHORD 2x4 SP No 2(flat) SOT CHORD 2x4 SP No.2(tlat) WEBS 2x4 SP No.3(flat) DEFL. in (loc) I/defl Ltd PLATES GRIP Verl(LL) -0.07 13-14 >999 360 MT20 244/190 Vert(CT) -0.10 13-14 >999 240 Horz(CT) 0.01 11 n/a We 23 q 22 ¢' Weight: 105 lb FT = 0%F, 0%E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,18-19.17-18. REACTIONS. (lb/size) 21=170/0.3.8, 11=588/0-7-8, 18-1364/0-3-8 Max Uplift 21=-79(LC 4) Max Grev 21=295(LC 3). 11=598(LC 4),18=1364(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=291/82, 10-11--591/0, 2-3=-247/439, 3-4=0/1047, 4-5=0/300, 5-6=-832/0, 6.7=1250/0, 7-8=-1250/0, 8-9=121410. 9-10-531/0 BOT CHORD 19- 20=244/385. 18-19=-661/82, 17-18=-1047/0, 16.17=0/448, 15-16=0/1250, 14-15=0/ 1250,13-14=0/1359,12-13=0/1023 WEBS 4-18= 878/0, 1-20=155/283, 2-19=377/0, 3-19=0/413, 3-18=749/0, 10-12=0l722, 4-17=01995. 9-12=683/0, 5-17=92010. 9-13=01266, 5-16=0/552, 6.16=589/0. 8-14=-271/83 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 21. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X Y') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 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 Lae PE No. 34669 MITek USA, Inc. FL Cart 6634 6904 Parke Ent Blvd. Tampa FL 33610 Dote: April 6,2018 QWARN/ NO • Verlry design persmefers and READ NOTES ON IyeS AND INCLUDED MITEK REFERENCE PAGE 0411.7173 rw. r0103/2013 BEFORE USE. Design valid rot use only with MITela® 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 applicability or design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Me web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required forstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fatxkation, storage, delivery• erection and bracing of trusses and truss systems. as ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss PIM Institute. 218 N Lee Street, Suite 312, Alexandria• VA 22314. Tamps. FL 36810 Job Truss Type Dry Ply Perk Sq. Hms./ VuELLINGTON - 3096•A TF9 T13714640 PS03096A-T FLOOR 1 1 Job efere ce do a Mid-Flodda Lumber, Bartow, FL. 8.130 S Mar 11 2013 MTek Industries, Inc. Fn Apr 6 13:49:50 2013 Page 1 ID:ESm Npah2Lu7my3beVcLXEy31Y1-b4GgV2jdPpwA1M91r4OgdSmBSONLPgkSeHXJDTzTOE1 0-1-8 H 1f3.0 -I O-Lis Scifti = 1:334 4x4 tx3 = 1x3 1 3 2 4X4 = lx3 It 1x3 = 4x4 = 3x3 = 3x3 = 3x3 = 3x3 = 34 = 4x4 = lx3 = 2 3 4 5 a 7 a 9 10 2X3 II 4x4 = 04 = 3x3 = 3x3 = 3x3 = 34 = 04 = 44 = 2x3 II 1x3 II 25 q 24 ¢^ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.74 Vert(ILL) 0.35 15-16 >669 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 092 Vert(CT) 0.48 15-16 >487 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017frPI2014 Matrix-R Weight: 104 lb FT = O%F, 04AE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc pudins, BOT CHORD 2x4 SP No. I(flat) except end verticals. WEBS 20 SP No 3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing, Except: 2-2-0 oc bracing: 15-16 REACTIONS. (lb/size) 21=107910-7-8.11=1079/0-7-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1- 21=1072/0, 10.11=-1073/0, 1-2=1052/0, 2-3=2724/0, 34=-3784/0, 4-5=4361/0, 6.6=-4361/ 0, 6-7=-4298/0, 7-8=-3794/0, 8-9=2721/0, 9-10=-1053/0 BOT CHORD 19- 20=012035, 18-19=0/3382, 17-18=0/4172, 16.17=0/4361, 15-16=0/4361, 14-15=0/4187, 13-14=013378. 12-13=0/2036 WEBS 10-12= 0/1431, 1-20=0/1430, 9.12=1367/0, 2-20=-1367/0, 9-13-0/952. 2-19=01957, 8-13=914/ 0, 3-19=-916/0, 8-14=0/578, 3-18=0/559, 7-14=-547/0, 4-18=540/0, 7-15=-85/ 330. 4-17=132/506, 6.15-344/206 NOTES- (3) 1) Unbalanced Boor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X Y') nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) 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. 3469 WTek USA, Inc. FL Ced 66U 6904 Parke East 81vd Tempe FL 91610 Date: April 6, 2018 QWARN/NG - Vadfy daalgn parameters and READ NOTES ON TKS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 rev. 1"3/2015 BEFORE USE. Design valid for use only with Mf rek* connectors. This design Is based only upon parameters shown, and Is fat an indNMuaI building component, not a truss system. Before use. the building designer must very the applicability of design parameters and properly Incorporate this design Into the overall building design. Sraung mdlcated Is to prevent buckling of indivMwl truss web and/or chord members only Additional temporary and permanent bracing M iTek' Is always (squiredforstabadyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 050-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314 Tamps, FL 38610 Job Truss Truss Type Oty Ply Park Sq Hms./ WELLINGTON - 3096 A T13714641 PSO3096A-T FT1 FLOOR 1 Reference o Lionel Mid-Flodda Lumber. Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. I'd Apr 6 13.49:51 2018 Page 1 ID:N jeA50DOZzYPKzVhozPTsy3W1z-3Gg3iOkGA62181 kvPoX3AgIMXOwgSHdcsxhslwzTOEk 3.5-8 3-5.8 4x4 = 2x4 11 4x4 = Stele a 1.9 4 LOADING (pso SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.00 4 ""' 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 000 3 n1a We BCDL 5.0 Code FBC2017frPI2014 Matrix-P Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (Ib/size) 4=1407/Mechanical, 3=879/Mechanical FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=1399/0, 2-3= 871/0 Structural wood sheathing directly applied or 3-541 oc pudins, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows 2x4 - 1 row at 0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 0C. 2) All loads are considered equally applied to all plies, except N noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) 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 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1056 Ile down at 0-8-0, and 1066 lb down at 2-0.0 on lop chord. The design/selection of such connection device(s) is the responsibility of others. 6) Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 3.4=5, 1-2=50 Concentrated Loads (lb) Vert: 5=-1056(F)6=-1056(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. 34669 MITak USA, Inc. FL Cent 6634 6904 Parke Eest Blvd. Tempe FL $3610 Date: April 6,2018 0 wARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED rN1TEX REFERENCE PAGE 11119.7473 rev. 101034015 BEFORE USE. Oesign valid for use only with MrTeklp 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 vent' the applicability of design parameters and property Incorporate this design Into the overall buitding design Brsctng indicated Is to prevent buckiing of Individual truss web endlor 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, sea ANSVTPN Quality Criteria, OSS419 and SCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute, 21S N. Lee Street, Suite 31Z Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply Perk Sq. HmsJ MLLINGTON - 3096-A T13714842IPS03096A-T FT2 FLOOR 1 Referenceal Mid -Florida Lumber, Banow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc Fri Apr 6 13:49:52 2018 Page 1 ID NJeAL50DOZzYPKzVhozPTsy3W)z-XTORwkluxOAumBJ5zV21itrbSgG3tkf15aOOIMzTOEj 3.5.0 3.5-0 4x4 1.5x4 II 2x4 11 4x4 = LOADING (psq SPACING- 1-0-0 CSI. DEFL. in loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.00 4 "" 360 TCDL 10.0 Lumber DOL 1.00 8C 0.01 Vert(CT) 0.00 4 >999 240 BCLL 0.0 Rep Stress Inor NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL so Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 2 BOT CHORD REACTIONS. (lb/size) 4=42 1 /Mechanical, 3=68 1 /Mechanical FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-413/0, 2-3--673/0 Scale =1 •e 4 PLATES GRIP MT20 244/190 Weight 38 lb FT - 0% Structural wood sheathing directly applied or 3-5-0 oc punins, except end verticals. Structural wood sheathing directly applied or 10-0.0 oc bracing. NOTES- (5) 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows 2x4 - 1 row at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van. 3-4=5, 1-2=-50 Concentrated Loads (lb) Van:5=-930 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 Wall USA, Inc. FL Cart 66U 6904 Parka East Blvd. Temps FL 33610 Date: April 6,2018 Q wARNING • VarNy dasrpn paramsfara and READ NorES ON TMS AND INCLUDED ANTEN REFERENCE PAGE MO.7473 ray. 10/03/2015 BEFORE USE. Oeslgn valid for use only with MITsk® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a buss system Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web andfor Chord members only. Additional temporary and permanent bracing M iTek" la always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, deMery, erection and bracing of trusses and truss systems, see ANSIrTPII Quality Criteria, OS829 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda. VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714643 PS03096XT G1 FLAT 1 D Reference (optional) Mid -Florida Lumber, 8anow, FL S.130 s Mar 112018 MiTek Industries. Inc. Fri Apr 6 13.49:53 201a Page 1 ID ESm NpBh2Lu?nry3beVcLXEy31Yj-?Iyp74mWiikliNLuHWDZXF5OnAER5c4AvKEAzgozTOEi 2-0.2 I 3 10.7 5 8.13 1 7-7-3 9 5-9 11.3 14 13 4-0 2-0.2 1.10.6 1.10.6 1-10.6 1-10.8 1.10.8 2.0.2 Scale = 1.22.4 20 II US = 1.50 II 4x4 = 1.5x4 II 5x6 = 2x4 II 504— 6 7 6 4x4 = 4x4 = LOADING (psf) TCLL 40.0 TCDL 100 BCLL 0.0 BCDL 5.0 SPACING- 1-4-0 Plate Grip DOL 1.00 Lumber DOL 100 Rep Stress Incr NO Code FBC2017frP12014 CS1. TC 039 BC 0.73 Wall 0.51 Matrix-R DEFL. in (loc) Udell Ud Vert(LL) -0.12 12-13 >999 360 Vert(CT) -0.16 12-13 >958 240 Horz(CT) 0.03 9 nla n/a PLATES GRIP MT20 244/190 Weight: 218 lb FT = 0e/5 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No 3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1622794/0.7.8, 9=2794/0-7-8 Max Uplift 16=-762(LC 4), 9=-762(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-4051118, 1-2=-520/142, 2-3=7271/1982, 3-4=7271/1982, 4-5=-8876/2420, 5-6=7271/1982, 6-7=727111982, 7-8-5201142, 8-9=405/118 BOT CHORD 15-16=1207/4424, 14-15=1207/4424, 13.14=-2420/8876, 12-132-2420/8876, 11-12=2420/8876, 10-11=1207/4424, 9.10=-1207/4424 WEBS 2-16=-4390/1197, 2-14=-872/3202, 3-14=-543/164, 4-14=-1805/493, 5.11-1805/493, 6-11=543/164, 7-11=-872/3202, 7-9=4390/1197 NOTES- (9) 1) 3-ply truss to be connected together with IOd (0.148"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 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 it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10; Vult-140mph (3-second gust) Vasd-108mph. TCDL=4 2psf, BCDL-3.Opsf; h=15ft; Cat. 11: Exp B; Encl., GCpl=0.18, MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. This item has been5) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. Sealed by Lee, Julius, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 762 lb uplift at joint 16 and 762 111 uplift using a Digital Signature. at joints Printed copies of this8) Girder carries tie-in span(s): 6-8-0 from 0-0-0 to 13-4-0; 7-0-0 from 0-0-0 to 13-4-0 document9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements are not considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Root Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 on any electronic copies. Uniform Loads (plf) Julius Lae PE Vert, 1-8=31 l(F=244), 9-16=-118(F=-111) MiTek USA, Ina.c. FLFl CeR 8634Carl 004 Parka East Blvd. Tampa FL 33610 Date: April 6,2018 AWARNING • Verify design paramolera and READ NOTES ON THIS AND INCLUDED wrEK REFERENCE PA E a to-7473 raw. 1003/2015 BEFORE USE. Design valid for use only with MiTek® Connector$ This design Is bated only upon parameters shown, and is for an IndMdual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling or IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• la always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, OSB•aa and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Nexandds, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714644 PSO3096A-T G2 FLAT 1 o fare Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr 6 13:49:54 2018 Page 1 ID:IeKMb9CJpfOsN6eoCD7a4Sy31Yl-TrVBLOn8T 1 Oc7VrT4w4mnlwtBdkZLR32ZuvXMEzTOEh x eo 5 2 4 7 e to•1-z 12-s-13 14-10.7 ILk2 19-7-12 z2- 24.8.4 274.4 x-eo 2. .4 ze4 2.4-10 24-10 24-102.4-to x 4-10 2 64 2 6 4 2.8 Scale = 1.46 5 A = 1.5x4 II 4u8 = 1.Sx4 11 4x8 = 1.5x4 II 4x4 = 5x5 = 4x4 = 5x8 = 1.5x4 II 6xe = 1 2 3 4 5 6 7 9 9 10 11 12 24 23 25 22 21 20 19 18 17 16 15 14 13 4x4 11 7xe = 2x4 II 7x8 = 2x4 II 4x4 = 2x4 II 4xB = 4x4 = 2x4 II axe = 30 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING (psi) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 100 TCDL 10.0 Lumber DOL 100 BCLL 0.0 ' Rep Stress Incr NO BCDL 5.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 Except' 13-21: 2x6 SP No 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 24=3167/0-7-8.13-2227/0-3-8 Max Uplift 24=-829(LC 4), 13"13(LC 4) CSL DEFL. in (loc) Well Ud PLATES GRIP TC 0.76 Vert(LL) 0.80 18-19 >408 360 MT20 244/190 BC 0.90 Vert(CT) 1.09 18-19 >297 240 WB 0.85 Horz(CT) 0.08 13 n/a n/a Matrix-R Weight: 445 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing, Except: 2-2-0 oc bracing: 17-18 FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-24=-2197/594, 1-2=-5850/1551, 2-3--5850/1551, 3-4=11293/3067, 4-5=-11293/3067, S-6=-1434213927, 6-7=-14342/3927, 7-8=1401113845. 8.9--14034/3853, 9-10=-13237/3638, 10-11=-4939/1358, 11-12--4939/1358, 12-13=1893/530 BOT CHORD 23.24= 221/836, 22-23=-2560/9499, 21-22=256019499, 20-21=-3675/13476, 19-20=-3675/13476, 18-19=-3927/14342,17-18=-3927/14342,16-17=-3638/13237, 15-16=2728/9917, 14-15=-2728/9917,13-14=-167/597 WEBS 5-21=2352/ 656, 5-19=271/933, 7.17=-357/106, 9-17=-232/858, 9-16=-513/161, 3-22=-70/343, 10-15=-60/297, 1-23=1423/5364, 3-23=-3904/1080, 3.21=642/1919, 12-14=-1274/4645, 10-14=-5325/1465, 10.16=-974/3552 NOTES- (10) 1) 3- ply truss to be connected together with 10d (0.148"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc Webs connectedas follows: 2x4 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind. ASCE 7- 10: Vult-140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h-15ft; Cat If. Exp B, Encl.. GCpi=O 18. MWFRS ( envelope) gable end zone; Lumber DOL-1.60 plate grip DOL=1 60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opal 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 829 lb uplift at joint 24 and 613 lb uplift at joint 13 8) Girder carries tie- in span(s). 19-6-4 from 0.0-0 to 3-5-0 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) e98 lb down and 248 lb up at 19-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. UU9 IATek USA, Inc. FL Cart 6634 69U Parka East Blvd. Tempe FL 33610 Date: April 6,2018 AWARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M0*7473 rev. 10N.V1o15 BEFORE USE wwww Design valid for use only with Mfrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, no w' a truss system. Beforeuse, me building designer must vent' me apptleablbIncorporate ty of design parameters andpropertythisdesignIntotheoverall building design. Bracing Indicated Is to prevent INC kthtg of Individual truss web antdler chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stabilityandtopreventcollapsewenpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, 03849 and BCSI Building Component 6901 Parka East Blvd Safety Information available from Truss Plate Institute, 218 N. Les Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq. Hms.1 WELLINGTON - 3096-A T13714844 PSO3096A- T G2 FLAT 1 ob e e all Mid - Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13:49:54 2018 Pape 2 ID. teKMb9CJpfOsN6eoCD7a4Sy31Yi-TrVBLOnBTt Oc7Vrr4w4mnivASdkZLR32ZuvXMEzTOEh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert. 1-12--100, 24-25=-475(F--465), 13-25=-10 Concentrated Loads (lb) Very 16-898(F) QWARNINO • Verify design parameters and READ NOTES ON TI03 AND INCLUDED AdfEK REFERENCE PAGE afll•7173 rev 1ND3/201e BEFORE USE tere' Design valid for use Only with Mrrok® 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 brdlding design. Bracing Indicated is to prevent buckling of Individual truss web andfor lord members only Additional temporary and pertnaMnl bracing M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and Imes systems, see ANSIrrPI7 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply Park Sq Hms / WELLINGTON - 3096-A T13714645IPS03096A-T G3 FLAT 1 b Reference Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13.49:55 2018 Page 1 IO.IeKMb9CJpfOsN6eoC07a4Sy31YI-y23ZYmnmE LYTdf2geeb7K W r2K 13W4tSBnYf4uhzTO Eg 2 6 8 5-7-10 86-13 115-15 14-5-2 17-4-4 22:2 122282-11-2 2-tt-2 2-1t-2 2-tt-2 2-tt-2 2.8A Scale - 1.33 9 7x6 = 1.Sx4 II 4x8 = 1.5x4 II 1.5x4 II 5xe = 1.5x4 II 7x6 = 40 II 7xS = 7x6 = 40 = 4x4 = 2x4 II 7xe = 04 II 2.8-8 5-7-f0 i 8-0-13 f t-5-15 14-5.2 1744 20-0.12 2.8-e 2-- 1.2 2-11-2 2.11.2 2.11.2 2.11.2 Plate Offsets (X.YI- 16,0.4-0.0.3-0I. 19:Edne.0-3.81. 114,0-3-0.0.4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 0.73 Ven(LL) 0.32 12-13 >740 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 99 Ven(CT) 0 44 12-13 >538 240 BCLL 00 ' Rep Stress Incr NO WB 0.91 Horz(CT) 0.04 9 n/a We BCDL 50 Code FBC2017/rP12014 Matrix-R Weight: 213 lb FT - Oab LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-11 oc purlins, BOT CHORD 2x6 SP No 2 except and vedicels. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 16=1204/0.7-8, 9=3276/0-3-8 Max Uplift 16=333(LC 4). 9=906(LC 4) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-16=-1043/297, 1-2=-26391729. 2-3=-2639f729, 3-4=6263/1732, 4-5=6263/1732, 6-6-6263/1732, 6-7=4085/1129, 7-8=4085/1129, 8-9=1564/441 BOTCHORD 15-16-92/323, 14-15-1375/4971, 13-14=1375/4971, 12-13=-1732/6263, 11-12=-1680/6075, 10.11-1680/6075, 9-10=146/520 WEBS 1-15=681/2473, 4-13=312/112, 8-10-1050/3806, 6-10=2094/580, 3.15=2454/680, 3-13-375/1359 NOTES- (9) 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 0-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows, 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind. ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=15ft, Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) gable end zone: Lumber DOL=1.60 plate grip DOL=1.60 This item has been4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Lee, Julius, PE will 01 between the bottom chord and any other members. using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 16 and 906 lb uplift Printed copies Of thisatjoint9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 248 lb up at document are not considered 17-44, and 1407 lb down and 389 lb up at 19-11-0 on bottom chord. The design/selection of such connection device(s) is the signed and sealed and the responsibility or others. signature must be verified 9) Truss is designed with. and confirms to the 2007 Florida Building Code w/2009 supplements, on any electronic Copies. LOAD CASE(S) Standard JuBus Lee PE No. 34069 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 NTek USA, Inc. FL Carl 6834 Uniform Loads (plf) 6204 Parke East Blvd. Tampa FL $3610 Ven: 1.8-100, 9-16-10 Date: April 6,2018 QWARNING • Verify design parameters and READ NOTES ON TNIS AND INCLUDED AIITEK REFERENCE PAGEW7412 tay. HW3/2013 BEFORE USE. ww Oaslgn valid for use only with MiTak® connectors This design Is based only upon parameters shown, and Is for an Individual building Component. not w' a truss system. Before use, Iha building designer must vent' ma applicability of design parameters and property Inrorporste this design Into the overall building design Bracing Micated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary, and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fatxkation, storage, delivery, erection and bracing of trusses and truss systems, sae ANSIrrPlt Quality Crlteda, OS849 and SCSI Building Component Eggs party 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 Dry, Ply rk Sq. HmsJ WELLINGTON - 3096-A T13714845EbPSO3098ATG3FLAT1 Reference (optional Mid-Florida Lumber, Ballow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr B 13:49:55 lute Page 2 ID:ieKMbgCJpfOsNBeoCD7a4Sy31Yi-y23ZYmmmELYTdf2geeb?KWr2K 13W4tSBnYf4uhzTOEg LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-1407(B) 10=898(F) AWARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED *0TEK REFERENCE PACE I11111.7472 rev. 160"016 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a was system Before use, the building designer must verity the appnubllity 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. Addtlonal temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSII Pll Quality Criteria, 05842 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 36610 JOu Truss Truss Type Oty PlyTJob Hms./ WELLINGTON - 3096-A T13714646 PS03096A-T G4 FLAT 1 re o ti I Mid-Flodda Lumber, Bartow, FL. 8.130 a Mar 112018 MTek Industries, Inc Fn Apr 6 13:49:56 2018 Page 1 ID:/4ukoVCxZy8j7GD MrepcyJlYh-OEdym6o07fgKEodsCL7Ey0FdRPopPfL000dR7zTOEf 2-8-0 5-7-10 5 14.5.2 174 20-0-12 2.88 2-11.2 2.11.2 2.11-2 2.11.2 2-11.2 2A•8 Scats - 1.34 0 5x5 = 150 II 4xe = 1 Sx4 II 4x4 = 5x5 = 08 = 30 II 3x4 II axe = 74 = 4x4 = 24 II 4xe = 24 II 5X _ THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. LOADING ( psf) TCLL 400 TCOL 10.0 BCLL 0.0 ' SCOL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 100 Rep Stress Incr NO Code FBC2017f rPI2014 CSI. TC 0.63 BC 098 WB 0.59 Matrix- R DEFL. in (loc) Wen Ud Vert( LL) -0.32 12 >743 360 Ven( CT) -044 12-13 >541 240 Horz(CT) 005 9 We We PLATES GRIP MT20 244/ 190 Weight: 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6-15 oc purtins, BOT CHORD 2x6 SP No.2 except end verticals WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 16-1204/0-7-8, 9=1869/0-7-8 Max Uplift 16=333(1_C 4). 9--517(LC 4) FORCES. (lb) - Max. Comp /Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=1043/298, 1-2=2641/730, 2-3=2641f730, 3-4=6324/1749, 4-5=-6324/1749, 5845/1616, 6.7=6845/1616, 7-8=472/132 BOT CHORD 15.16=92/323, 14-15=1373/4962, 13-14=1373/4962, 12-13--1749/6324, 11-12= 1749/6324, 10.11=1180/4267, 9-10=1180/4267 WEBS 1- 15=-681/2474, 3.15=2443/677, 3-13=396/1433, 4-13=-316/113, 5.11=504/202, 6-11= 307/111, 7-11=459/1661, 7-10=1711713, 7-9=4052/1119 NOTES- (9) 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 0-94) oC Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph; TCOL=4.2psf; BCOL=3.Opsf; h=15n; Cat It: Exp 8; Encl. GCpi=0. 18: MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1 60 This item has been 4) Provideadequatedrainagetopreventwaterponding. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 6) ' This truss has been designed for a live load of 20 Opal on the bottom chord in all areas where a rectangle 3-6-0 tell by 2.0-0 wide sealed by Lee, Julius, PE will fit between the bottom chord and any other members. Using a Digital Signature. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 16 and 517 lb uplift Printed copies of this at joint 9 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 248 lb up at document are not considered 1744 on bottom chord The design/selection of such connection device(s) is the responsibility of others. Signed and Sealed and the 9) Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. signature must be Verified on any electronic copies. LOAD CASE(S) Standard Les PE Julius1) Dead + RoofLive (balanced): Lumber Increase=1.00, Plate Increase=1.00 IkTek Inc.Fl. C ft 6NTek USA, c. FL Cart 8831 Uniform Lords ( plf) Vert: 1- 8=100, 9-16=10 6004 Pade East Blvd. Tampa FL »610 P Date: April 6, 2018 QWARNINO • Varlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1161•7473 rw. ILW3/2015 BEFORE USE. Design valid for use only with MITak® connectors This design Is based only upon parameters shown, and Is for an Indtmual budding component, not a truss system Before use, the budding designer must vertly the appdceblkty of design parameters and property Incorporate this design Into the overall budding design Bracing Indicated Is to ptevOM bucklbtp of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is @)rays required for Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regard" the fabr"lon, storage, delivery, erection and bracing of trusses and truss systems, are ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Inslihae, 218 N. Lee Street. Suns 312. Alexendrta, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty, Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714848IPS03096A-T G4 FLAT 1 Job Re ere Mid-Flodda Lumber, Bartow, FL. LOAD CASE(S) Standard Concentrated Loads (Ib) Vert- 10=898(F) 8.130 s Mar 11 2016 MTek Industries, Inc. Fri Apr 6 13:49:56 2018 Pape 2 I D:ArukoVCxZy8j7G0_Iwepdy3lYh-OEdym6o07fgKEodsCL7EtJOFdRPopP1LOCOdR7zTOEf AWARNING - Ver11y design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. IM34015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building Component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual vast web and/or Chord members only. Adddionel temporary and permanent bracing M iTeIsstwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjury90propertydamage. For general guidance regarding the fabrication, storage, delMry, erection and bracing of trusses and truss systems, ue ANSVTPII Quality Criteria. OSB49 and SCSI Building Component 9904 Parke East Blvd. safety Information available from Truss Plate Institute. 218 N. Last Street. Suite 312, AlexandM. VA 22314 Tamps. FL 36610 Job Truss Truss Type oty Ply Park Sq. HmsJ WELLINGTON - 3096-A T13714647 PS03096A-T G5 FLAT 1 qJ Job Referenceal Mid-Flonda lumber, IdarlOw. FL. 2-3.5 4-4-14 2.3.5 2-1-9 O, iau s mar it Lu 1a mn 1 eft muttsmes. Inc. ru HPr a i J:4u.or Lu 1a rage i ID:ArukoVCxZySj?GD Nvepcty3lYh•uOBKzSpOmyo8syC213eTPxYL9AxYoMUFe8BzZzTOEe 8 8 8 { 9 8 8 11-1-14 14.1-12 18 36 18-4-15 20•&4 2-t-f0 2-11-14 1.7.8 2-11-14 2.1-t0 2.1.9 2.3.5 4x4 = 1 5x4 II 4x8 = 1.5x4 II 4x4 = 5x5 = 54 = Sx10 = 1 5x4 II 74 = 1 2 3 4 5 a 7 a 9 10 20 _ 3x4 II 5x8 State = 1.381 2x4 II 8x10MT20HS = 2x4 It 2x4 II 5x8 = 2x4 II 7x12 = 5x8MT20HS II LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-" Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017/TP12014 CSI. Tc 0.90 BC 0.92 WB 088 Matrix -Ft DEFL. in (loc) VdeB Ud Vert(LL) -0.54 14-15 >450 360 Vert(CT) -0.75 14-15 >327 240 Horz(CT) -0 08 20 n/a n/a PLATES GRIP MT20 244M90 MT20HS 187/143 Weight 339 Ile FT = 0% LUMBER- BRACING - TOP CHORD 20 SP DSS TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc pudins, BOT CHORD 2x6 SP No.1 'Except' except end verticals. 11-17: 2x6 SP DSS BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing WEBS 2x4 SP No.3 'Except' 1-20,10-11,10-12,1-19,3.19,3.17,8-12,8-14: 2x4 SP No.2 REACTIONS. (lb/Size) 20-2610/0-3-8, 11=5163/0.7-8 Max Uplift 20=-723(LC 4), 11-1434(LC 4) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2277/638, 1-2=5082/1407, 2-3=5082/1407, 3.4-14284/3960, 4-5=-14273/3953, 5-6=20813/5768. 6-7=-24330/6744, 7-8=24330/6744, 8-9=9757/2708, 9-10=9757/2708. 10-11=4447/1243 BOT CHORD 19-20=166/592, 18-19--2823/10186, 17-18--2823/10186, 16-17=-5768/20813, 15-16=5768/20813, 14-15=-5768/20813, 13-14=-5369/19350, 12-13=-5369/19350, 11-12=-342/1223 WEBS 5-17=-6901/1916, 6-14=1025/3694, 7-14--2429/697, 10-12=-2595/9357, 5-16=-407/1538, 6-15=-1047/310,3-18=-58/271,1-19=-1362J4923,3-19=-5597/1552,3.17=1233/4445, 9-12=-298/105,8-13=-318/1207,8-12=10520/2917,8-14=-1508/5458 NOTES- (11) 1) 3-ply truss to be connected together with 1 Od (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 OC. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. This item has beenWebsconnectedasfollows, 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 (B), unless otherwise indicated. Sealed by Lee, .Julius, PE 3) Wind, ASCE 7-10; Vuk=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15tt, Cat. II; Exp B; Encl., using a Digital Signature. GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this 4) Provide adequate drainage to prevent water ponding. document are not Considered5) All plates are MT20 plates unless otherwise indicated. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide signature must be verified will rd between the bottom chord and any other members. On any electronic Copies. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 lb uplift at joint 20 and 1434 lb uplift Jutiue Us PE No. UU9 at joint 11. 9) Girder carries tie-in span(s): 5-0-0 from 14-1-12 to 20-8-4 WT*k USA, Inc. FL Cart 6634 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2168 lb down and 600 lb up at 8904 Palk* East Blvd. Temps FL $3610 14-1-12 on top chord, and 1444 lb down and 399 lb up at 14-1-12. and 649 lb down and 179 lb up at 15.7-8 on bottom chord The Oats: design/selection of such connection device(s) is the responsibility of others. April 6,2018 QWARNINO - Vw1fy dasrgn panmeters and READ NOTES ON INS AND INCLUDED ANTEK REFERENCE PAGE 114/1.7473 fw. 1"312016 BEFORE USE. Design valid far use only with MITak® connector, This design Is based only upon parameters shown, and Is lot an Individual building component, not a truss system Before use, the building designer must vary the applicability of design parameters and property Incorporate this design into the overact bulWing design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members any Adddlonul temporary and pefinenent bracing M iTe k' IS always rellubad for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, deiknry. erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria. OS&e1 and SCSI Building Component 8904 Parka East Blvd, Safety Information available from Truss Plate Institute. 218 N. Las Street. Suds 312. Alexandra. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oly Ply Park Sq. Hms./ WELLINGTON - 30WA T13714647 PS03096A-T G5 FLAT 1 31job Referencelionel Mid -Florida Lumber, Barlow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fn Apr 6 13:49:57 2018 Pape 2 ID:Aruko VCxZy8j7G0_Wmpcfy3lYh-uOBK2SpOmyoBsyC213eTPxYL9rixYoMUFsSBzZzTOEe LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-7 =100, 7-10=298, 11-20=-10 Concentrated Loads (lb) Vert: 14=1444(F) 7=216e 21=-649(F) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE 111/1•7472 rev. 10rt1342015 BEFORE USE Design valid for use only with Mrrekm connectors This design le 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 end property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndMdual trust web and/or chord members only. Additional temporary end permanent bracing M iTek' Is always requited for stablidy and to pravem 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 Criterls, OSS49 and SCSI Building Component 690e Parke East Blvd. Safety Information evadable from Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Perk Sq. Hms/ WELLINGTON - 3096-A T13714848 PS03096A-T G6 FLAT 1 2 Job e Mid-Flonda Lumber, Bartow, FL ID:et 38A 6.94 10.0.0 3841 3-2-12 3-2-12 1.5x4 11 4x10 = 1.Sx4 11 I exe = 2 3 4 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13-49:58 2018 3-2.12 3.2.12 3.8.8 4x10 = US MT20HS II 7x12 = 2x4 11 8x10 MT20HS = 2x4 II Scale = 1.35 8 1.5x4 II 6xS = 6 7 7x12 = 6x8 MT20HS II 13.2-12 1&5-0 20-0-0 361 3-2-12 3.2.12 3-2.12 3-2-12 3.6.8 LOADING (psf) SPACING- 2.0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TIC 093 TCDL 10.0 Lumber DOL 1.00 BC 0.92 SCLL 0.0 Rep Stress Incr NO WB 0.72 BCDL 5.0 Code FSC2017/rP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No 1 Except' 1-14,7-8: 2x6 SP No.2, 4-11,2-13,3-12,6.9,5.10: 2x4 SP No.3 REACTIONS. (lb/size) 14=3459/0-7-8, 8=3459/0-7-8 Max Uplift 14=976(LC 4), 8=-976(LC 4) DEFL. in (loc) uden Ud PLATES GRIP Vert(LL) -0.61 11 >385 360 MT20 2441190 Vert(CT) -0.84 11 >280 240 MT20HS 187/143 Horz(CT) 0.08 8 n/a n/a Weight: 220 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 8-11-9 oc bracing FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=2861/820, 1-2=-8993/2536, 2-3=8993/2536. 3-4=16334/4608, 4-5=16334/4608. 5-6-8993/2536. 6-7=-8993/2536, 7-8--2861/820 BOT CHORD 13-14-479/1691, 12-13--4305/15258, 11-12=-4305/15258, 10-11--4305/15258, 9-10=-4305/15258, 8-9=-479/1691 WEBS 4-11=-999/310, 2-13=-913/287, 1-13=-2142/7602, 3-12=681338. 3.13=6534/1845, 3-11=-316/1123, 6-9=-913/287, 5-10=-68/338, 7-9=-2142/7602, 5-9=-6534/1845, 5-11=316/1123 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc Webs connected as follows: 2x4 - 1 row at 0.9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp 8; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1 60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 976 lb uplift at joint 14 and 976 lb uplift at joint 8 9) Girder carries tie-in span(s): 7-0-0 from 0.0-0 to 20.0-0 10) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Judue Lee PE No. M1 Well USA, Inc. FL Cart 66U 62U Parke East Blvd Tampa FL 33610 Date: April 6,2018 Q wARN/NO • Verifydesign parameters and READ NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGE MO-7473 rw. /tee31201S BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is With Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporsla this design Into the overall budding design Bracing Indicated Is to prevent buckling of Indlvldual truss wab andler chord members only Additional temporary and permanent bracing MiTek' IsalwaysrequiredforstabitdyandtopreventcollapsewdhpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection are brsang of trusses and truss systems, "a ANSVrP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street. Sude 312. Maxandns. VA 22314. Tamps; FL 38810 Job Truss Truss Type Oly Ply Park Sq Hms./ WELLINGTON - 3096-A T13714648 PS03096A-T Ge FLAT 1 D Reference o Lionel Mid-Flodda Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc Fri Apr 6 13:49:58 2018 Page 2 ID:e 1 S6OrDaKGGadOoAJe929ty31Yg-MdiAngfXGw2U6nFJm9iy85V WF5FHH3eT W IkVOzTOEd LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-7=344(F=244), 8-14=-10 QWARN/NG - Verify design peramoten and READ NOTES ON THIS AND INCLUDED A6TEK REFERENCE PAGE M/1.7Q2 rev. 10/0312015 BEFORE USE. Design valid for use only with MITek® connectors This design Is eased 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 Ina overall building design. Bracing indicated Is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek• Is always requlred 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 trust systems, sea ANSVTPII Quality ClitoM, OS049 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms / WELLINGTON - 3096-A T13714849 PSO3096A-T H1 HIP 1 1 b Reference (optional Mid-Flonda Lumber. Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 13:49:59 2018 Page 1 ID•e 1 S6OrOaKGGadOoAJe929ty31Yg-gpJ407gH1a2v5GLRtTgxUMehKeSsOhmntAdl2SzTOEc 1-0 58-0 15-0-0 18.4-0 22.4-0 26.4-0 29-9.12 33-0-0 36.3-8 40-0-0 1-0- 0 5•S-0 9.4-0 3.4.0 4-0-0 4-0-0 3.5-12 3.2.4 3-3.8 3 S•8 -0 5x5 = 5xS = 6 Scale = 169 8 4x8 = 21 20 19 13 „ 16 15 2x4 II 74 = 4xS = 44 = Sx6 MT20HS = 40 = 10x10 = 5x14 1 5.8-0 15-0.0 1a-4-0 224-0 284-0 29.9.12 33-0-0 40.0.0 541-0 9 4-0 3-0 4-0-0 4-0-0 1 3 5 12 3-2 4 7-0-0 Plate Offsets (X.Y)- f2 0-9-O.Edoel.f5:0.2-8.0-2-41.f6 0-6-0.0-2-81.f10.0.4-0.0-1-151.fl2:0-3-7.0.3.01.f17:0.4-0.0.4-81.f20 0-3-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CST. DEFL. in loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.86 Vert(LL) -039 17 >999 240 MT20 244/190 TCOL 100 Lumber DOL 1.25 BC 0.89 Vert(CT) -079 17 >606 180 MT20HS 187/143 BCLL 0. 0 Rep Stress Incr NO WB 0 95 Horz(CT) 0.18 12 n/a n/a MT18HS 2441190 BCDL 100 Code FBC2017/TPI2014 Matrix-R Wknd(LL) 040 16-17 >999 360 Weight: 284 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied or 1-7-1 oo purlins. 8-10: 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 5-4-6 oc bracing BOT CHORD 2x6 SP No 2 'Except' WEBS 1 Row at mkdpt 7-18 12-17. 2x6 SP No.1 WEBS 2x4 SP No.2 'Except' 10-IS, 2x6 SP No.2, 5-19,6-18,8-16,3-21,6-19,11-15: 2x4 SP No.3 WEDGE Right 2x4 SP No 3 REACTIONS. (lb/ size) 2=2019/0-3.8, 12=3463/(0-3-8 + bearing block) (req. 0-4-1) Max Horz 2-155(LC 8) Max Uplift 2=-612(LC 8), 12=-1231(LC 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3914/1121, 3-4=-3518/1032, 4-5=-3097/979, 8-9=-6869/2318, 9-10=-6057/2185, 10-11=- 6976/2463, 11-12=7084/2507, 6-7=-3353/1095. 7-8=-5777/1921, 5-6=2733/905 BOT CHORD 2.21--1061/3425, 20-21=-1061/3425, 19.20=874/3092, 18-19=-710/2982, 17.18= 1204/4312, 16.17=-2146/6876, 15-16=-2145/6599, 12-15=2163/6257 WEBS 10. 15=952/2843, 5-19=-366/1095,6-18=-679/1867,6-19=-773/310, 9.16=-68/384. 7-17-- 979/2770, 9-15=-764/187, 7-18=-2258/903, 8-17=-3115/1164, 3-20=-402/220, 4-20= 82/341. 4-19=5451290 NOTES- (11) 1) 2x6 SP No 1 bearing block 12" long at ft. 12 attached to front face with 3 rows of 10d (0.148"x3") nails spaced 3" D.C. 12 Total This item has been fasteners BearingisassumedtobeSPNo. 1. 2) Unbalanced roof live loads have been considered for this design. electronically Signed and 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=25ft, Cat. 11: Exp B. Encl., sealed by Lee, Julius, PE GCpi=0. 18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature. 4) Provide adequate drainage to prevent water ponding Printed copies of this 5) AllplatesareMT20platesunlessotherwiseindicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered 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 signed and sealed and the will rd between the bottom chord and any other members. signature must be Verified 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 612 lb uplift at joint 2 and 1231 lb uplift on any electronic copies. at joint12. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2168 lb down and 824 lb up at Julius Lee PE No. 34669 kOTek USA Inc. FL Carl 69/ 86 33-5.8onbottomchord. The design/selection of such connection device(s) is the responsibility of others. 6904 Parke Eaet Blvd. P a FL »610 10) In theLOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Date: April 6,2018 Q wARNINo - Varlfy design parameters and READ NOTES ON TNIS AND INCLUDED ANTEfr REFERENCE PA E M/F7473 rev. I010312015 BEFORE USE. Design valid for use only with MUM connectors This design I$ based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is 10 prevent buckling of Individual truss web andlor Chord members only Additional lemporary, and permanent bracing MiTek' Is always (squiredforstabilityandtopreventColrapaewanpossiblepersonalInjuryandpropertydamageForgeneralguidanceregaraatg [he fabrkstlon, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPII Quality Critarte, 03849 and SCSI Building Component 6904 Parke Eau Blvd Safety Information available from Truss Plate Institute, 210 N. Lae Street, Sub* 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Pry Park Sq HITS / WELLINGTON - 3096-A T13714649IPS03096A-T H1 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL 8.130 s Mar 11 2018 M(Tek Industries, Inc. Fri Apr 6 13.49:59 2018 Page 2 1Me 1 S6OrDaKGGadOo/Ue929ry31Yg-gpJ407gH1a2v5GLRtTgxUMehKeSsOhmniAdl2SzTOEc LOAD CASE(S) Standard 1) Dead r Roof live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5-60, 8-10-60, 10-13=-60. 2-12-20, 6-8=-60, 5-6=60 Concentrated Loads (lb) Vert: 15=2168(F) AWARNING - Veriry design panmHan end READ NOTES ON INS AND INCLUDED aOTEK REFERENCE PAGE Ma-7473 rev. 14M212015aEFORE USE. serew Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building Component, nol a true$ system Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overact building design. Bracing Indicated is to prevent bucubV of Individual Ines web and/or chord members ordy. AGddional temporary and permanent bracing M iTek" IsalwaysrequiredforstabilityandtopreventcolispsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and brsdng of trusses and Iruss systems, sea ANSUTPI1 Quality Criteria, OS1329 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312. Alexsndds, VA 22314. Tampa, FL 36810 Truss Truss Type Oty Park Sq. Hms./ WELLINGTON - 3096-A 1p JPly T13714850 S03096A-T J5 JACK 2 1 in Mid-Flodda Lumber, Barlow. FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 13:49:59 2016 Page 1 ID:600V DBEC5aORFaN NILhHh4y31Yf-gpJ407gH1a2v5GLRITgxUMepYebJOvbniAdl2SzTO Ec 1-5-0 5.0.0 t.5.0 5.0-0 LOADING (psi) SPACING- 2-0-0 CSI. DE :L. in loc) Wde6 Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(ILL) 0.03 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.05 2.4 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0 00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P Wind(LL) 0.00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=119/Mechanical, 2-308/0.7-8, 4=46/Mechanical Max Horz 2=138(LC 10) Max Uplift 3=-103(LC 10), 2=-103(LC 10) Max Grav 3=119(LC 1). 2=308(LC 1). 4=93(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1 18.0 PLATES GRIP MT20 2441190 Weight, 18 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing NOTES- (6) 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL-3.0psf; h-25ft; Cat II; Exp B. Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcu(rent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 3 and 103 lb uplift at joint 2. 6) 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. U869 Wak USA, Inc. FL Cart 6034 6904 Palle East Blvd. Tampa FL 33610 Date: April 6,2018 Q wARNINo • Veft design parameters and READ NOTES ON Inds AND INCLUDED W TEK REFERENCE PAGE NIb1173 rw. 1"14015 BEFORE USE. Design valid for use only with MUM connector$ This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the budding designer must verily the 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 NI 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 trust systems. sea ANSIITP11 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East BlvdSafelyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714851 PS03096A-T J7 JACK 18 1 ob Re ere ce o doall Mid-Flodda Lumber, Bartow, FL 8 130 s Mar 11 2018 MTek Industries, Inc. Fit Apr 6 13:50.00 2018 Page 1 ID:6DOVDBECSaORFeNN1LhHh4y31Yf-17tSbTrv3tAmjOwdRBBA1 ZAsS2sDlMrxxgMrauzTO Eb 15-0 7-0-0 15-0 7-0-0 Scale - 1 22.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.84 Vert(LL) 0.12 2-4 688 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.23 2-4 344 180 BCLL 00 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 file n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 360 Weight: 25 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=185/Mechanical, 2-382/0-7-8, 4=66/Mechanical Max Horz 2=183(LC 10) Max Uplift 3=-154(LC 10). 2=-119(LC 10) Max Grav 3=185(LC 1), 2=382(LC 1), 4=133(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd=108mph; TCOL=4.2psf; BCOL=3.Opsh h-25ft; Cat. II; Exp 8; Encl.. GCpt=0.IS: MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 3 and 119 lb uplift at joint 2. 6) 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 Lot PE No. 34669 Wall USA, Inc. FL Cart 6634 6104 Parke East Blvd. Tampa FL 33610 Cate: April 6,2018 AWARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE 111/I.7471 rev. IM341015 BEFORE USE. weess 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 truss System Before use, the building designer must verify the applltsbiaty of design parameters and property Incorporate this design Into IM overall beading design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage for general guidance regarding the fabrication, storage. delivery, erection and bracing of truse*s and true* systems, see ANSVTPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply Perk Sq. Hms./ WELLINGTON - 3096-A T13714852 PS03096A-T VT JACK 4 1 Job Reference io al Mid-Flonda Lumber, Bartow, FL 8 130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13:50:01 2018 Page 1 ID.Fly90S3jSoTztxHGwd 1 Leiy3Wjv-mBRrpps)(pBldLa Vq_uiPanj4eSl LUmO4AU606LzTOEa 1-5-0 2-3.8 3-3.8 7-0-0 15-0 2 3 8 1-0-0 3.8.8 LOADING (pal SPACING- 2-0-0 CSI. DEFL. In loc) uden Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.07 8 999 240 TCDL 20.0 Lumber DOL 1.25 BC 0 25 Vert(CT) 0.16 8 499 180 SCLL 00' Rep Stress Incr No WB 0.20 Horz(CT) Oil 6 n/a nla BCDL 10.0 Code FBC2017frPI2014 Matrix-P Wind(LL) 0.09 8 857 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=204/Mechanical, 2=488/0.7-8, 6=110/Mechanical Max Horz 2=151(LC 10) Max Uplift 5=-75(LC 10). 2=-116(LC 10). 6=-8(LC 10) Max Grav 5=204(LC 1). 2=488(LC 1).6=132(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-610/177, 3-4=676/285 BOT CHORD 2-9=-340/529, 8-9z424/671, 7-8=-241/365 WEBS 3-9=437/305, 4-8=296/536, 4-7=-375/247 Scale =122.8 PLATES GRIP MT20 244/190 Weight: 32 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD Structural wood sheathing directly applied or 9.1.12 oc bracing NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd=108mph; TCOL-4 2pst; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave-5ft; Cat II; Exp B, Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 5, 116 lb uplift at joint 2 and 8 lb uplift at joint 6. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U1169 MITek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 11610 Date: April 6,2018 Q wARNINO • VerNy design parameters and READ NOTES ON TNS AND INCLUDED aOTEK REFERENCE PAGE Atf&7473 rev. 1""015 BEFORE USE. Deslprt valid for use only with MlTek* connectors. This design Is based only upon parameters shown, and Is for an individual building component, net a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Indlvoual truss web and/or chord members only. Aadnional temporary and permanent bracing M iTe k' Is always squired for stability and to prevent cotupse with possible personal Injury and property damage For general guldsnca regarding the fabrication, storage, delivery. erection and bracing of trusses and buss. systems, see ANSIRPIt Quality Criteria, 03849 and BC81 Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lae Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Park Sq. Hms! WELLINGTON - 3096-A IPly T13714853 PS03096A-T KJ5 MONO TRUSS 1 1 b Reference (optional Mid-Florda Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13.50.01 2018 Page 1 ID:600VDBEC5aORFeNNtLhHh4y31Yf-mBRrppsXpBldLaVq_uiPanjBySBsUow4AU606LzTOEa 1-5-0 3-9-5 7-0.14 1-5-0 3.9-5 33-9 Scab = 1:16.7 2x4 = 1 7-0.14 7.0-14 1 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.12 2-6 >668 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.67 Vert(CT) -0.25 2-6 >327 180 SCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.00 5 n/a rife BCDL 100 Code FBC2017frP12014 Matrix-P Wjnd(LL) 0.01 2-6 >999 360 Weight: 29 lb FT - 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=90/Mechanical, 2=385/0-7-8. 5=164/Mechanical Max Horz 2=140(LC 4) Max Uplift 4=-62(LC 4), 2=-182(LC 4), 5=-56(LC 8) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312/127 BOT CHORD 2-6=-197/252 WEBS 3-6=-272/212 NOTES- (6) 1) Wind ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL-3.Opsf; 11=25111; Cat. II; Exp B; Encl.. GCpi=O 18, MWFRS (envelope) gable end zone; Lumber DOL-1 60 plate grip DOL-1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint 4, 182 lb uplift at joint 2 and 56 lb uplift at joint 5. 6) 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. k869 MITek USA, Inc. FL Cart 6634 104 Parke Ent Blvd. Tampa FL 33610 Oats: April 6,2018 QWARNING - Varrly design parameters and READ NOTES ON INS AND INCLUDED aeTEK REFERENCE PAGE M/I.7473 rev. 160341015 BEFORE USE. Design valid for use only with Mf rek® connectors. This design Is based only upon parameters shown, and Is an individual building component, not system Before use, the building designer must verify the applicability of design parameters and property Incorporate rub design Into the overalltruss design Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing Welk' Is always required for atabaey, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection are bracing of trusses and Was systems, see ANSUrPl1 Duality Criteria, OSB-ee 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 Truss Truss Type Oty Py Park Sq. Hms./ WELLINGTON - 3096-Ajb T13714654 S03096A-T KJ7 MONO TRUSS 3 t b I Mid-Flonda Lumber, Bartow. FL. 8.130 s Mar 112018 MiTek Industries, Inc Fn Apr 6 13:50:04 2018 Page 1 ID:bOeIRWFgstWWsjxZR3CWEly3IYe-Bm6zRruP66hBC1EOg1G6BPLcmfFJh5 WsSK2ifzTOEX 1.5-0 5-2A 9.10.13 1.5-0 5-2.4 44-9 I 2x4 = 1.5x4 11 5 Scale = 122.5 3x4 = 5.24 5.2.4 9.10-13 4.1-9 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 062 Vert(LL) 0.02 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.49 Vert(CT) 0O8 6-7 999 180 SCLL 0.0 Rep Stress Incr NO WB 0 38 Horz(CT) 001 5 We n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-R Wind(LL) 0.03 6-7 999 360 Weight: 42 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 4=252/Mechanical, 2=429/0.7-8, 5=377/Mechanical Max Horz 2=226(LC 4) Max Uplift 4=-190(LC 4). 2=-158(LC 4). 5=117(LC 8) Max Grav 4=261(LC 18).2=429(LC 1).5=377(LC 1) FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-798/176 BOT CHORD 2-7=-350/730, 6-7=350/730 WEBS 3-7=0/271, 3-6=-793/380 BRACING• TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD Structural wood sheathing direly applied or 9-11-1 oc bracing. NOTES- ( 7) 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=25ft: Cat. II, Exp B; Encl., GCpi= 0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 4, 158 lb uplift at joint 2 and 117 lb uplift at joint S. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-8=60 Trapezoidal Loads (plq Vert: 8=0(F=30, B=30)-t-4=-148(F--44, B=-44), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) 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. 309 MITek USA, Inc. FL Cart 66U 4904 Parks East Blvd. Tampa FL Mill) Date: April 6,2018 Q WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. /0002J20/5 BEFORE USE. Design valid tar use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, flat a truss system Before use, the budding designer must verify me epplkabhky erty ofdesignparametersandpropIncorporatethis design Into the overall budding design. eradng IndlMed Is to prevent buckling of Individual truss web and/or Chord members only. Additional temporary and permanent broCing MiTek' Is alwaysrequiredforstabilityand10preventC0119PsewithPossiblepersonalInjuryandpropertydamage. For general guldswA regarding the fabrication. storage, delivery, erection and bractng of trusses and truss systems, see ANSVTPl1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstdNe. 2is N Lee Street, Suds 312, Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Sq. Hms./ WELLINGTON - 3096•A TjOb T13714655 PSO3096A-T KJ7T MONO TRUSS 2 Rate o al Mk1•Flodda Lumber, Bartow, FL. 8.130 s Mar 112018 MITek Industries, Inc. Frl Apr 6 13:50 04 2018 Page 1 ID:jyWXEo4LD5bgV5sSULZaAwy3W)u-8m6zRruP66h8C 1 EOg 1 G68PLZY197h 1 UWSSK2ifiTOEX 1.5.0 3.2-14 4.7.14 7-11-6 , &10.13 1.5-0 ( 3.2.14 I 1.5.0 { 3.3.8 1.11.7 Scale = 1 21 4 20 = - LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.83 Vert(LL) 0.15 8-9 747 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.39 8-9 294 ISO BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.08 7 n/e n/a BCDL 100 Code FBC2017/TPI2014 Matrix-R Wind(ILL) 0.15 8-9 772 360 Weight 44 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.t TOP CHORD BOT CHORD 2x4 SP No.2 'Except- BOT CHORD 7-9: 2x4 SP DSS 2x4 SP No 3WEBS REACTIONS. (lb/size) 6=407/Mechanical, 2=544/0-7-8, 7=379/Mechanical Max Horz 2=170(LC 8) Max Uplift 6=-118(LC 8). 2=111(LC 8), 7=77(LC 8) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-892/38, 3.4=-2420/436 BOT CHORD 2.10=171/800. 9-10=-198/935, 8-9--519/2140 WEBS 3-10=574/146, 3-9=-395/1574, 4-9=-138/775, 4-8=2195/532 Structural wood sheathing directly applied or 3-10-6 oc purims. Structural wood sheathing directly applied or 9-0-15 oc bracing NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) V8Sd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=25ft; 8=45ft; L-24ft; eave=5ft; Cot. 11; Exp 8; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 6. 111 lb uplift at joint 2 and 77 lb uplift at joint 7. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ply Vert 1-11=-80 Trapezoidal Loads (pIQ Vert: 11=O(F=40, 8=40)-to-6=198(F=-59. 8=-59), 2=-2(F=9, 8=9)-to-10=16(F-2, B=2), 10=-16(F=2, 8=2)-to-9-23(F=2, B--2), 9=-23(F=-2, 8=2)-to-?=-49(F=15, B=15) 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. 34969 Wait USA, Inc. Fl Cert 6634 0904 Perks East Blvd. Tamps FL 33610 Bate: April 6,2018 0 wARN/No • vulfy design panmafen and READ NOTES oN INS AND INCLUDED AVrEK REFERENCE PAGE MX7413 rev. 1"M016 BEFORE USE. l• Design valid for use only with M(TekS cenneCtOre. This design is based only upon parameters shown, and Is lot an Individual building component, rim a truss system. Before use. the building designer must verily the applicability of design parameters and property, Incorporate this design Into the overall buildup design Sredng Indicated Is to prevent buckling of Individual truss web and/or chord members only AdddlOnal temporary and pemenent bracing M iTek' Is always required for statilliry and to prevent 001ispse with possible personal Injury and property damage For general guidance ("amino the fabrication, storage, delivery. eredbn and bradng of trusses and truss systems, see ANSUVII Quality Cdteda, OSS49 and SCSI Building Component 6904 Puke East Blvd. Safety Information available from Truss Plate Institute, 21a N Lee Street. Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714656 PS03096A-T KJ68 MONO TRUSS 1 1 job Reference (optional) Mid-Flodda Lumber, Bartow, FL. S.130 a Mar 112018 MTek Industries. Inc Fn Apr 6 13:50:02 2018 Page 1 10:b0atRWFgstVAsjxZR3CWEly3lYe-EO_00919eVRUyj4OYc0e8 GH7sbYDCV008ryenzTOEZ 1-5-0 4.4.5 9-0.14 1-5.0 4.45 441-9 Scale = 1 21.1 2.50 = M. 5 3x4 = LOADING (psf) TCLL 20.0 TCOL 100 SCLL 0.0 BCOL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017fTP12014 CSI. TC 0.57 BC 0.45 WB 0.31 Matrix-R DEFL. In Vert(LL) -0.02 Vert(CT) -0 07 Horz(CT) 0.01 Wind(LL) 0.02 loc) I/de0 Ud 6-7 >999 240 6-7 >9% 180 5 n/a n/a 6-7 >999 360 PLATES GRIP MT20 244/190 Weight 39 lb FT = O% 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-230/Mechanical, 2=377/0-7-8, 5-295/Mechanical Max Horz 2=192(LC 4) Max Uplift 4=172(1_C 4), 2=-146(LC 4), 5=82(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695/154 BOT CHORD 2-7--304/641, 6-7=3041641 WEBS 3-6=-680/323 NOTES- (7) 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCOL=3 Opsl; h=25ft; Cat II; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 4, 146 lb uplift at joint 2 and 82 lb uplift at joint 5 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements This item has been LOAD CASE(S) Standard electronically signed and 1) Dead * Roof Live (balanced): Lumber Increase=1.25; Plate Increase=1.25 sealed by Lee, Julius, PE Uniform Loads (plp using a Digital Signature. Vert, 1-8=60 Printed copies of thisTrapezoidalLoads (plf) Vert: 8=0(F=30, B=30)4o-4=-136(F=38, B=38), 2=-2(F=9, B=9)-to-5=45(F=13, B=13) document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cart 6634 6904 Parka Ent Blvd. Temps FL $3910 Data: April 6,2018 AWARNING - Verify dsslgn parameters and READ NOTES ON TMS AND INCLUDED WrEK REFERENCE PAGE MO.7472 rev. 1&02/2013 BEFORE USE. Design valid for use only with MITekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' IsalwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fsbncM on. storage, delivery, atec=bn and bracing of Irusses and truss systems, see ANSIRPII Quality Criteria. OS349 and SCSI Building Component 6904 Parke East Blvd Sataly Infoanatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 366 t0 Job Truss Truss Type 0ty Ply Park Sq. Hms./ WELLINGTON - 3096-A T13714657 PS03096XT L1 HIP 1 1 Job Reference toplionall Mid-FIOnaa Lumber, Bartow, FL. 3-7.12 7.0.0 17.12 3.44 3x4 C.13u a Mar 11 zule MI1 eK 4-3.12 4-3-12 3.44 3-44 3-10.4 4x6 = 1 5x4 II 4xIO = 6x8 MT18HS = 6 00 12 3 4 20 5 218 Inc. Fn Npr 0 13:Ou:ua AuIa t-age 1 iknLkduhu3l10QPW9464cF6zTQE W 8 31-08 334.0 34-4•Q 4 1 -0 2 331 1 Scale = 1:59.0 19 16 17 18 IMILI - 12 3xS - 6x6 = 3x4 = 3x6 = 5x5 1212.00 F172 5x5 \\ LOADING (pso SPACING- 2-0-0 CSt. DEFL. in (loc) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.24 13-14 >999 240 MT20 244/190 TCDL 20.0 Lumber DOL 1.26 Sc 0.91 Vert(CT) 0.65 13-14 >607 180 MT18HS 2441190 BCLL 00 Rep Stress Ina NO WB 0.93 Horz(CT) 0.30 19 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix-R Wlnd(LL) 0.20 13-14 >999 360 Weight 207 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-11 2x4 SP No.1 D BOT CHORD Structural wood sheathing directly applied or 5-8-0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 6-16 16-19,10.12: 2x4 SP No.2 WEBS 2x4 SP No 3'Except' 7-13,9-13: 2x4 SP No.2 REACTIONS. (lb/size) 10=174510-3.8.19=1650/0.3.8 Max Horz 10=-98(LC 8) Max Uplift 10=-362(LC 10). 19=-316(LC 10) FORCES. (lb) - Max Comp /Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1906/693, 3-4=-2204/838,4-5=-2204/839, 5.6=-2960/1075, 6.7=-3092/1073, 7-8=6532/2243. 8.9=-6628/2206, 9.10=-3221/1040 BOT CHORD 18-19=436/1320, 17-18=-486/1650, 16-17-777/2519, 15-16=-1003/3262, 14-15=843/2736,13-14=-1186/3484,12-13=1097/3210,10-12=-969/2761 WEBS 2-18=76/540, 3-18=-263/90, 3-17 =297/945, 4-17=291/132, 5-17=-555/181, 5-16=2027/655, 5-15=-595/2030, 6-14=2071727. 7-14=914/414. 7-13=983/2886, 9.13=-1111/3353,9-12=-1959/660.2-19=1850/636,6.15=-78/412 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=4.2ps1; SCDL=3 Opsl; h=25ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions This item has beenshown; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding electronically signed and 4) All plates are MT20 plates unless otherwise indicated. sealed by Lee, Julius, PE 5) This truss has been designed for a 10 0 psf bottom chord live bad nonconcurrent with any other live loads. using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 362 lb uplift at joint 10 and 316 lb uplift document are not considered at joint 19. signed and sealed and the signature must be verified on any electronic copies. Julius La PE No. 3469 Wall USA, Inc. FL Cert 66U 6904 Parka East Blvd. Tampa FL 33610 Date: April 6,2018 0 wARNING - Wary design pammeters end READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MO.7473 rev. IONS12015 BEFORE USE. resign valid to use only with MITelt® connectors This design Is teased only upon parameters shown, and Is for an individual building Component, not a truss system. Before use. In* building designer must verify the applicability of design parameters and property Incorporate this design Into the overa0 design Bracing Indicated Is to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is:dingIsWays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ilia fabrketion, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, OS1342 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Sidle 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oy Ply Park Sq. HmsJ WELLINGTON - 3096-A T13714858 PS03096A-T L2 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 4-9-4 5x5 = 3 7-8-0 3.130 a Mar 11 2018 MITek Industries. Inc Fn Apr 6 13'50.06 2018 ID 3c8FesFSdBe9UtVA mllmVy3lYd-79EIsVMgejxvRLOnnSIeHgOxOTr59yHpJmp9nY 15x4 II 4 7.8-0 Sx5 5 4.2-12 4.9.4 Scale - 1:56 5 4x4 = 12 . c 10 9 4x4 1x= 3x4 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/de8 L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.16 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.35 1-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wjnd(LL) 0.15 10 >999 360 Weight: 163 lb FT = OOA LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 64-6 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1321/Mechanical, 7=1392/0.3-8 Max Hors 1=-106(LC 11) Max Uplift 1=-327(LC 7). 7=360(LC 11) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2486/1064, 2-3=-2246/959, 3-4=-2480/1117, 4-5=-2480/1117, 5-6-2237/949. 6-7=-2468/1045 BOT CHORD 1-12=-840/2168, 10.12=-648/1958, 9.10=-640/1951, 7-9=-819/2147 WEBS 3-12=61/405, 3.10=-290/710, 4-10=489/300. 5-10=4931718, 5-9=-56/400 NOTES- (8) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp S; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurtent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. This Item has been7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 1 and 360 lb uplift at joint 7. electronically signed and 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 110 LITek USA, Inc. FL Cart 6634 6204 Parka East Blvd. Tampa FL 33610 Date: April 6,2018 QWARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1"312015 BEFORE USE. Design valid for use only with MITabA connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Batore use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the ovaree bu lding design Bracing indicated Is to prevent buckling of IndhAdust truss web and/or chord members only Addnbnal 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, "a ANSVTPII Quality Criteria, OSS-e9 and SCSI Building Component 6904 Parka East BIN. safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 38610 64 Job Truss Truss Type 0ty Ply Park Sq. HmsJ WELLINGTON - 3096-A I T13714659 PS03096A-T L3 HIP 1 1 Job solos Mid-Flodda Lumber, Barlow, FL. Is 130 a Mar 11 zults hill ek Ini I D:3c8FesF SdBe9UtW-MjimVy3lYd-bLo63sxlP 5.94 11-0-0 18-0-0 22.4-0 27.6.12 5.9.4 5.2.12 5.8-0 5-0-0 5.2.12 5x5 = 1.5x4 II 5x5 = 3 4 5 Inc Fn Apr 6 13:ou:ut zule rage 1 Scale - 1.56 5 9 A 13 14 1J 19 Ir 10 rJ rp O 40 = 3x4 = 3x4 = US = 30 = 4x4 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. In loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 9-10 >999 240 MT20 244/190 TCOL 10.0 Lumber OOL 1.25 BC 0 84 Ven(CT) -0.33 9-10 >999 180 BCLL 00 Rep Stress Incr YES WB 0.21 Horz(CT) 0.11 7 n/a We BCDL 10.0 Code FBC2017lrP12014 Malrix-R Wind(LL) 0.11 10 >999 360 Weight: 164 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-4-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1.1321/Mechanical, 7=1392/0-3-8 Max Horz 1=-125(LC 11) Max Uplift 1=-349(LC 10). 7=384(LC 11) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2470/1063, 2-3=-2235/994, 3-4=-2008/954, 4-5-2008/954. 5-6=-2224/983. 6-7=2466/1048 BOT CHORD 1-12--83112150, 10-12=-568/1760, 0-10=-564/1756. 7-9=-814/2134 WEBS 2-12=-308/276, 3-12=-164/474, 3-10=-170/465,4-10=-351/219, 5.10--171/469. 5-9=151/468, 6.9=-297/265 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10; Vult=140mph (3-se0ond gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; Cat II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces S 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 = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 1 and 384 lb uplift at joint 7 8) Truss Is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. AWARNING. Vedly deslgn paremarars and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 row. IM212015 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 truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall budding design Bracing Indicated Is to prevent buciding of Individual truss web endlor chord members only Adddlonat temporary and permanent bracing Is always required for stability and to prevent toltepse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses era truss systems. see ANSIRPII Quality Criteria, OS1349 and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 31Z 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 MITek USA, Inc. FL Cart 6834 6204 Parka East Blvd. Tampa FL 31910 Date: April 6,2018 wt Welk' 6904 Parke East Blvd Tampa, Fl 36810 Jbb Truss Truss Type Sq Hms / WELLINGTON - 3096-A loty PryPark T13714880 PSO3096A-T L4 HIP 1 1 iob Reference Mid -Florida Lumber, Bartow, FL 8 130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 13:50:08 2018 Page 1 ID:3c8FesFSdBe9UtVN_mllmVy31Yd-3YMUHCxwALBdg(XAvsK2MFVNeHXaduJ6n41GsRzTOET 8-9 4 13-0.0 16-8-0 20 4-0 264-12 ) 33.4-0 i 6.9 4 6.2.12 341-0 343-0 6.2.12 6.99.4 Scale = 1.57.1 Sx5 = 1.Sx4 II Sx5 103x4 = 3x4 3x4 = 3x4 = 3xS = 3x4 = = LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 SPACING- 2-0-0 Plate Grip COL. 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CS1. TC 0.64 BC 0.86 WB 0.35 Matrix-R DEFL. in Vert(LL) -0.18 Vert(CT) -0.34 Horz(CT) 0.10 Wind(LL) 0.13 loc) Well Ud 9-10 >999 240 9-10 >999 180 7 We n/a 1-12 >999 360 PLATES GRIP MT20 244/190 Weight, 170 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 6-3-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1321/Mechanical, 7=1392/0.3-8 Max Horz 1=-144(LC 11) Max Uplift 1-371(LC 10). 7=406(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2441/1056, 2-3=-2263/1066, 3.4=-1681/853, 4-5=-1681/853, 5.6=-2252/1054, 6-7-2447/1043 BOT CHORD 1-12=-813/2118. 10-12=-491/1601. 9-10=48911598, 7-9=799/2104 WEBS 2-12=-365/323, 3-12=-294/615, 3-10=-98/329, 5.10=99/332, 5-9=-280/602, 6-9-357/314 NOTES- (8) 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=25h. 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 d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf This item has been6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 1 and 406lb uplift at electronically signed and joint 7. sealed by Lee, Julius, PE 8) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. 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 Wilk USA, Inc. FL Cart 6634 1204 Parka East Blvd. Tempe FL 33610 Date: April 6,2018 Q WARNING - Verify design psnmaters and READ NOTES ON THIS AND INCLUDED aOTEK REFERENCE PAGE 111111.7472 tev. 1"24015 BEFORE USE. wwww Design valid for use only with Mliek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, nit• a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overact buedrng design Bracing Indluted Is to prevent buckling of Individual truss web and/or chord members orsy Additional tempotiry 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 ANS11TPI1 Quality Criteria, OS1341a and SCSI Building Component 6904 Parke East Blvd. satety lnformallon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 3SSiO Job Truss Truss Type Oty Ply Perk Sq. Hms./ WELLINGTON - 3096-A T13714881 PS03096A-T M1 MONO HIP 1 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 a Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 13.50.09 2018 Page 1 I0:8WCgsg6E1/W_PMYe IgT6HOYy3Wjr-XkvsUYyYxeJUlo6MSasHuT2PjgrhMCVF7k2pOtzTOES 17.8.8 2.3•e 3.3•e 0-1.12 13AA 15•a0 1ae-e 1 24ao z•3 a 1•ao 4.10.4 4.10.4 2 a0 1-e41 ae-e Scale =1:34.0 20 II axe = 04 = 17 2x4 II 6x8 165 14 12 00 112 3x10 6x8 = LOADING (psf) SPACING- 1-0-0 CSI. OEFL. in loc) VdeB Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.13 10 >999 240 MT20 244/190 TCOL 20.0 Lumber DOL 1 25 BC 099 Vert(CT) -0.32 9-10 >736 180 BCLL 0.0 Rep Stress Ina NO WB 0.93 Horz(CT) -0.20 14 n/a file BCOL 10.0 Code FBC2017/rP12014 Matrix-R Wind(LL) 0.16 10 >999 360 Weight 165 Ile FT = 0% LUMBER- BRACING - TOP CHORD 2x8 SP No.t -Except- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, 1-5: 2x6 SP No.2 except end verticals BOT CHORD 2x4 SP No 2 'Except' BOT CHORD Structural wood sheathing directly applied or 6-1-9 oc bracing. 7-12: 2x6 SP No 1 WEBS 2x4 SP No.3 OTHERS 2x8 SP No.1 LBR SCAB 5-8 2x8 SP No.1 one side REACTIONS. (lb/size) 8-1394/0-3-8 (req.0-3-9), 14=1714/0-3-8 Max Horz 8=-63(LC 8) Max Uplift 8-458(LC 8). 14= 643(LC 4) Max Grav 8=1588(LC 14), 14=1941(LC 14) FORCES. (Ile) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 5-6=-4537/1473, 6-7=-5087/1580, 7-8=-584/134, 2-3=-2196/729, 34=4064/1338. 4-5=4066/1336 BOT CHORD 11-12=76212285, 10-11=-1384/4232, 9-10=1551/4926, 7-9=-1551/4926, 12-13=-451/1389,13-14-344/1034 WEBS 5-10=102/648, 4-11=-673/333, 3-11=-645/1995, 3-12=-1471/557, 2.12=924/2786, 2-13=877/310, 2-14=-2032/679, 6.9=-75/330, 6-10=-856/227 NOTES- 1) Attached 7-11-13 scab 5 to 8, front face(s) 2x8 SP No 1 with 2 row(s) of 10d (0.148"x3") nails spaced W o c.except : starting at 4-7-1 from end at joint 8, nail 2 row(s) at 7" o c for 3-3-2. starting at 2-2-12 from end at joint 8, nail 2 row(s) at 3" o c. for 2-0-0. This Item has been2) Wind: ASCE 7-10; Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ff; B 5f1; L-24f1; eave-511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL=1.60 electronically signed and 3) Provide adequate drainage to prevent water ponding. Sealed by Lee, Julius, PE 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads using a Digital Signature. 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 Printed copies of this will fit between the bottom chord and any other members document6) Bearing at joints) 8 considers parallel to grain value using ANSI/fP1 1 angle to grain formula. Building designer should verify are not considered capacity of bearing surface. signed and sealed and the 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 Ile uplift at joint 8 and 6431b uplift at signature must be verified joint 14. on any electronic copies. 8) Girder carries hip end with 7-0.0 right side setback, 0.0.0 left side setback, and 7-0-0 end setback. Julius Lee PE No. U869 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 712 lb down and 297 Ile up at Welt USA, Inc. fl CeR 683d 13-0.0 on top chord. The design/selection of such connection device(s) is the responsibility of others. East am PEtBlvd. Tampa FL 3361010) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (8),IM Date: LOAD CASE(S) Standard April 6,2018 AWARNING • Verlry, design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE 11101.703 rev. 1"112015 BEFORE USE. Design valid for use only with MTak® connactors. This design Is based only upon parameters $town, and Is for an Individual building Component. not a truss system Before use, the building designer muse verify the applicability of design parameters and properly Incorporate this design Into the overall ding deslgn. Bracing Indicated Is to prevent buckling of Indlvidwl muss web and/or Chord members only Adddlonsl temporary and permanent bracing M iTek' b atways rartulrad 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, OS849 and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N Lee Street, Suva 312, Alexandria, VA 22314. SOW Parke Ease Blvd Tamps, FL 38610 b Truss Truss Type 0ty Ply Park Sq. Hms / WELLINGTON - 3096-A T13714661 S03096A-TrP M1 MONO HIP 1 1 Ih Reference (optional) Mid -Florida Lumber, Bartow, FL. S.130 s Mar 11 2018 MiTek Industries, Inc Fn Apr 6 13:50.09 2018 Page 2 ID:8WCgsg6EWe_PMYa 19T6HoYy3W)r-XkvsUYyYxeJUlo6MSasHuT2PIgrhMCVF?k2pOtzTOES LOAD CASE(S) Standard 1) Dead f Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert. 5-7-40. 7-8=51, 1-5=-134(F=94), 7-12=-34(FG24), 12-13=-34(F=-24), 13.14=-34(F=24) Concentrated Loads (lb) Vert 5=-513(F) Q wARNINo - Verify design parametrs line READ NOTES ON TNIS AND INCLUDED NtlTEX REFERENCE PAGE Mf -7473 rov. f0/034015 BEFORE USE. Oeslgn valid for use only wen MITek® Connectors This design Is based only upon parameters shown, and Is lot an bldh4dual building component, not '• a truss system. Before use, the building designer must verify tee appd abNW tyofdesignparametersandpropertyIncorporates 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' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. for general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, add ANSVTPI1 Quality Criteria, 08840 and SCSI Building Component 6904 Parka East Blvd. Safety Inromtatlon available from Truss Plata Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Temps, FL WSW Job Truss Truss Type Ply Park Sq. Hms./ WELLINGTON - 3096-AOty T13714662 PS03096A-T M2 MONO HIP 1 1 Reference (oIto a Mid -Florida Lumber, Bartow, FL. 3x4 = 3x4 = 14 8 130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13.50:10 2018 ID:8WCgsg6EN10_PMYa 19T6HoYy3Wjr-7wTEluzAiyRLwyhYOHN WRgbaA4C15eEPEOnNwJ 5x8 MT20HS = 5 6 8 1-0-0 2-3.8 1-0-0 Scale = 135 6 13 6x8 // 1200112 Sx5 \` 3x4 = 1.Sx4 II LOADING (psf) TCLL 200 TCDL 20.0 BCLL 0.0 BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inor NO Code FBC2017fTP12014 CSI. TC 0.89 BC 0 87 WB 0.97 Matrix-R DEFL. in Vert(L-) -0.13 Ven(CT) -0.33 Horz(CT) -0.19 Wind(L-) 0.13 loc) I/de8 Ud 9-10 >999 240 9-10 >718 180 13 n/a We 9.10 >999 360 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 118 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins, BOT CHORD 2x4 SP No.2 'Except' except end verticals. 9-11: 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 5-2-2 oc bracing. WEBS 2x4 SP No 3 'Except' WEBS 1 Row at midpt 3-11 4-10: 2x4 SP No 2 REACTIONS. (lb/size) 13=983/0-3-8.6-1080/0-3-8 Max Horz 6=-176(LC 10) Max Uplift 13=261(LC 6). 6--220(LC 10) FORCES. (lb) -Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-983/358, 1-2= 450/161, 2-3=825/283. 3.4=1735/567, 4-5=-4009/1500, 5-6=1838/532 BOT CHORD 11-12=355/1160, 10-11--575/1491, 9-10=-1436/3361, 8-9=751/1845, 6-8=-643/1549 WEBS 1-12=-380/1054, 2-12=1749/572, 2-11=319/1190, 3-11=-732/320, 3-10=-92/530, 4-10=-1870/866, 4.9=-392/1094, 6.9=937/2187, 5-8=11521483 NOTES- 1) Wind: ASCE 7-10. Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-25ft, 8=45ft; L=24ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 13 and 220 lb uplift sealed by Lee, Julius, PE at joint 6. 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 Loa PE No. 34869 Walk USA, Inc. FL Cert 6614 6204 Parka East Blvd. Tampa FL 31910 Dab: April 6,2018 WARNING - Verify design Parametera and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 11,1/I.7412 r . IOM312016 BEFORE USE. Design valid for use only with MlTekm connector$. 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 vent' the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available earn Truss Pete Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms./ WELLINGTON - 3096-A 1 T13714663 PS03096A-T N1 MONO HIP 1 i Mid-Flonda Lumber, Bartow, FL. S.130 s Mar 11 2018 MTek Industries, Inc. Fri Apr 6 13:50.11 2018 Page 1 ID:? F?3YHi9ouQBg86BIDswy3lYb-U71cvE oTGZCX6GIa?ulzu7w7UbGgOnYT2XwTIzT0EO 3.5-12 6.5-0 7.0-0 3 s-12 2-11-4 a7-0 1 5x4 = 3x4 = 3x10 II 40 =4 Scale - 123 2 I 3.5.12 ( a-5-0 3.5-12 2-11.4 a7-0 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Veri(LL) -0.02 4.5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.04 4.5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 4 Ma n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Wind(L-) 0.02 4-5 >999 360 Weight: 79 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORO Structural wood sheathing directly applied or 10-0-0 oc bracing. 3-4: 2x4 SP No.2 REACTIONS. (lb/size) 1-2315/0-3-8, 4=2168/Mechanical Max Horz 1-75(LC 8) Max Uplift 1=-862(LC 8). 4=-843(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3083/1131, 3-4=-319/137 BOT CHORD 1-5=-1063/2734, 4-5=-1063/2734 WEBS 2-5=-968/2621, 2-4=-3059/1190 NOTES- (9) 1) 2-ply truss to be connected together with 10d (0 14rx3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.6-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9.0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (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) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf, BCDL=3 Opsf; h=25ft, Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate gnp DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has beenwillfitbetweenthebottomchordandanyothermembers. 6) Refer to girder(s) for truss to truss connections electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 862 lb uplift at joint 1 and 843 lb uplift at sealed by Lee, Julius, PE joint 4 using a Digital Signature. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 lb down and 116 lb up at Printed copies Of thisp6-5-12 on top chord, and 1222 lb down and 465 lb up at 1-0-12. and 1313 lb down and 499 lb up at 3.0.12, and 1374 lb down and 522 lb up at 5.0.12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. document are not Considered 9) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. Signed and sealed and the signature must be verified LOAD CASE(S) Standard on any electronic copies. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Julius Lee PE No.3t669 Uniform Loads (plf) Wall USA, Inc. FL Cert SOUVan: 1-3=30, 1-4=-10 Concentrated Loads (lb) 6904 Parka East Blvd. Tampa FL 33610 Vert: 6=-306(F) 7=-1222(B) 8=-1313(8) 9=-1374(B) Oats: April 6,2018 Q wARNINO - verify design parameters and READ mores ON rMS AND INCLUDED WTEK REFERENCE PAGE MIW472 tev. 141,03/2015 BEFORE USE. Design valid lotus* only with MfTakeb connectors This design u based only upon parameters Shawn, and W for an Individual building component, not S truss system. Berge use, the budding designer must verily the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing dMkated Is to prevent buckling of Individual Inns web and/or Word members only. Additional temporary and permanent bracing iw iTe k' Is always required for stand ablidyatoprevent 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 ANSUTPI1 Quality Criteria, OSS49 and SCSI Building Component 8904 Parka East Blvd. safety Information available (ram Truss Plate Institute. 21d N. Lea Street. Sidle 312. Alexandria. VA 22314. Tampa. FL 3aa 10 Job Truss Truss Type Qty Ply Park Sq Hms./ WELLINGTON - 3096-A T13714864 PS03096A-T V1 KINGPOST 1 1 ReferenceJob (optional) Mid-Flodda Lumber. Barlow, FL 8.130 s Mar 112018 MiTek Industries, Inc. Fri Apr 6 13.50:11 2018 Page 1 ID-XoidrCG4OVm0615xYTE Jjy31Yc-U71cvE oTGZCX6Gla?ulzu7vdUktgKwYr2XwTlzTQEO 1 4-0-0 ( S-0.0 44Y0 4-0-0 20 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 020 TCDL 10.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 Rep Stress Incr YES WB 0 04 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=139/8-0.0, 3=139/8-0.0, 4=270/8-0-0 Max Horz 1=33(LC 10) Max Uplift I -58(LC 10). 3=-64(LC 11), 4=52(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1.14.9 40 = 2x4 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a Weight. 25 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip OOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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 58 lb uplift at joint 1, 64 lb uplift at joint 3 and 52 lb uplift at joint 4. 7) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements 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. Jullue Lee PE No. 34666 Well USA, Inc. FL Cart 6634 601 Parka Eat Blvd. Tempe FL 33410 Date: April 6,2018 AWARNING - Vally design parameters and READ NOTES ON THIS AND INCLUDED AaTEK REFERENCE PAGE A0474?3 rev. 14A)MOt a BEFORE USE. weew Design valid for use only whh MITak® connectors This design Is based only upon parameters shown, and Is for an Individual building component. not 1atrusssystemBeforeuse, the building designer must verify the applicaDlhty, of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent budding of Individual truss web and/or Chord members only. Adddional temporary and permanent bracing M iTe k' Is always tatiuked for slablldy and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, deirvery, erection and bracing of trusses and truss systems, see ANSI/TPI1 ouellty, criteria, osa49 and SCSI Building Component 6904 Parka East Blvd Safety Information available from Truss Plate Institute, 2IS N Lae Street, Suite 312, Alexandria, VA 22314 Tamps, FL 36610 V. Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TnP CHCIRDB o c1.2 c2-3 WEBS N,,Ot 0- O FI C74 c1&7 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY ENO JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSMI 1. 7. Design assumes lasses will be suitably protected from the environment in accord with ANSIfrPI 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 sae, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Ouality Criteria. 40•" FB 2&" 91 134.0 t$0 11$0 5.I-0 20-" PARK SQUARE / WELLINGTON 3096 - A / TRAY CLG. / CAFE T 7 - HUS26 1-PLY HGR 1 - THAC422 CONCEALED FLANGE HGR 6 - THA422 FLR HGR 5 - HGUS26-2 2-PLY HGR ENSURE OPT B 0-0 61-0 13-" 20-" 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: 20.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 25.00 BC Stress Inc: 25.00 Spacing: 2- 0- 0 o.c. Account: Job: PS03096A-T Designer: Checker: Date: 06-13-18 RECORD COPY No4 City of Sanford42rBuildingandFirePrevention Product Approval Specification Form 1 8 - 2 8 25 Permit # Project Location Address euiLo,Nc SAMFORo As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awninci Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory, Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online https:/hvww.floridabuilding.org/pr/pr_app_dti.aspx?param=wG EVX.? 1 Business & Professional Regulation f LC eels Home I Log in I user aegistrauon I Not Toot I submit surcharge I state a Fade ; Pubrcatim s I Fee start I eeis site Map I u,w I search I dj*r ir j, Product Approval USER: Public User gMjjLCt.ap3Y.@IMmu > P3Anj4t > Application Detail j FL # FL8871- R8 Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-TFu Corporation Address/Phone/ Email 118 Industrial Drive Edgerton, OH 43517 419)298- 1740 rickwt@irwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL88 I ib) Certratg of IndepeQdr Cg,O_df Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E04 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/ 15/2018, 5:00 PM Florida Building Code Online https://www. floridabu ildiiig.org/pr/pr_app_dt l.aspx?param=wG E V X... 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 F6Q$J.l R@ Eauly (b)_Egulvalency of SU!iA§rds.j2lj_f Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products l--- • _ ------._ -- FIL >x - Model, Number or Name Description ~ 8871.1 a. "ClasslcCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Limits of Use •-• •• ••----^ • Approved for use In HVH2: Yes Installation Instructions FL8871 RB II b) Inst HB71.1.pdf Approved for use outside HVHI: 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 (b) Ev_al 8871,L.Pd( specific Model and for any other additional use limitations 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) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 11 (b) InSt 8871-I)df i Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 RR AE (b) Eval 8871.2,Q lff specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 8871.3 — I c. "ClassicCraW or "ClassicCraft 3'6 x 8'0 "Impact' Opaque Fiberglass Single Door withfiRustic" Series - - Sldelite (OX or XO) _ Inswing or Outswing —_ Limits of Use - - Installation Instructions Approved for use In HVH2: Yes FL8871 Re 1[ Lb) Inst 8871 3.pdf Approved for use outside HVH2: 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 8871.3 for Design Pressure Ratings by FL8871 R8 AE (b) Eval Bft73,3.gdf 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 "Y' part numbers for these sidelites, which have been stained or painted within six months of Installation.) I 8871.4 d. "ClassicCraft" or ClassicCraft 3'6 x WO "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) -Inswing or Outswing T Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 11 (¢) [nst 8871.4,pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes iDesignPressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 RB_AE (b Eval 8871.4.Q_df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (for FiberClassic and SmoothStar sidelites, this product approval requires the use of 'T part numbers for these sidelites, which have been 2 of 4 4/15/2018, 5:00 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app cltl.aspx?par,iiii=wGL-VX.., stained or painted within six months of Installation.) — 8871.5 e. "FiberClassic" or "SmoothSt S-e-ries ar" 3'0 x 8-0 "Impact" Opaque Fiberglass Single Door (X) - rInswing or Outswing Limits of Use I Installation Instructions Approved for use in HVHZ: Yes EL8 871 R8 11 (b) laut 8871-,PSdf 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 ReportsL8Other: See INST 8871.5 for Design Pressure Ratings by Ft371_A8 AE fbl Eval 8871.S.pdf specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation Instructions. 8871.E -- f. "FiberClassic" or "Smooth5tar" 0x8'0"Impact" Opaque Fiberglass Single Door withSSiSeriesdelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes F Q$Z—RS_Il_(p)_(OSS 8Z3_6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FLBE)71 R8 AE_(p) Eva l 8871 :6-pdj specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use I of 'T part numbers for these sidelites, which have been 1 stained or painted within six months of Installation.) 8871.7 — — Q. •"FiberClassic" or "SmoothStar" 1 Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (For FiberClassic and SmoothStar sidelltes, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) -- 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Installation Instructions EM71 R8 II (b)_I0-$t$87t.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F.L8871 RB AE_(b) Eyal_g971.7.pdf Created by Independent Third Party: Yes j 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - I "ClassicCraR" or "ClassicCraR Inswing or OutswingIRustic" Series' Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 11_(b)_Irnst 8871.0.p-df 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 887 t.8 for Design Pressure Ratings by F18B71 R8 AE (b)_Eval 8871.8.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 1 8871.9 I. "FiberClassic", "SmoothStar", ClassicCraR" or "ClassicCraR I Rustic" Series Limits of Use Approved for use in HVHZ: Yes j Approved for use outside HVHZ: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Installation Instructions FL8871_08_j[_U JnstjlR71,9,p0j 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 I F6$871_96 AC_(b) Cval-8871,9_pq( specific Model and for any other additional use limitations I Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and f SmoothStar sidelites, this product approval requires the use Ijof "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) I Bads Next 3 of 4 4/15/2018, 5:00 PM Florida Building Code Online https://www.noridabuildiiig.org/pr/pr_app_dti.aspx?param=wGP-VX... cordact us :: 2601 aWk Stone RAad. Tallahassee FL 32399 P r t ,@ 0-a87.182e The Slate of Florida IS an AA/EEO employer. S,opy oft 200'r-2o l3 Sta(e of Florda.:: privag :$IdtSiTe0( :: 6QMslbbty Statement :: Refund Statement Under Florida 4w, email addresses are public records. If you do not want your a -mall address released In response to o public-recwrdS request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. N you have and questions, please contact 050.487 139S. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, kersees dtensed under Chapter 45S, F.S. must provide the Department with an email addiesS if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. tf you do not wish to supply a personal address, please provide the Department with an email address which can be made avalabte to the pubic. To determine if you are a licensee under Chapter 4SS, F.S., please click 11EcL. Product Approval Accepts: RM ® Mr l Credit Card Safe 4 of 4 4/15/2018, 5:00 PM THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITES INSWING / OUTSWING GerERAL NOTES I. lids product has been evaluated end is in compliance with the 61h Edition (2017( Florida Bul ft Code (FBC) structural fequiements IncWdtg the WO Vebdly Huricone Zone' (HVH21- 2 Product anchors shall be as pled and spaced as shown on details. Anchor embedment to base material shell be beyond wall dressing or stucco. 3. When used in the VAr the opaque door complies wth Section 1626 of the Florida kdc g Code and does not require an impact resistant covehg. litre norAmpact sidefte, must be protected vAth an impact resistant cove ft Complying with Section 1626 of the FBC. 4. When used in areas outside at the'IVNr requiring wind bane debts protection. the opaque door compiles wflh FBC Sections 1609.1.2 L 230h 2.1.2 end does not require an impact resistant covering. The opaque door rneets n*de bvel-Er and includes Wind Zone 4 as dented in ASTM E 1996 and FBC Sections 16M.1.22 & R3012.121. The nomi mpact side6tes must be protected with on Impact resident coveting complyhg with FBC Sections W.I 13 R30121.2 5 For 2( stud herntrg corxtructioru ancho ft of these units shall be the some as that shown fa 2x butt masonry construction. 6. Site conditions that deviate from the details of Ihs drawing require further engineering onto by o Icersed engineer or registered architect. 7. Outswfrng conrguatiors using coastal $B Item 14 under active doors, and oll sills used under the sldeitet meet water Infiltration requirements for 1WHr. 8. trsswing configurations and outswkv coniguo0ors using sl Item 15 under the door do not meet the water Infiltration requirements for Me'NVt?' and shd be trstalled ordy In nonhobilobb areas or at hoblabfe locotbrs protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sB is less than 45 degrees. TABLE OF CONTENTS SHEET B DESCRIPTION 1 Ty ' elevations, deign pressures 3 general notes - 2 Door panel detals (Smooth star) 3 Door panel details Fiber Classic 4 Sidelite panel details Hor¢orhtal cross sections 6 vedtcal am sections 7 Vertical cross sectioro 8 kck and home anchoring . 2X buck ahesorrY corsbue ion 9 Frrsme aneho ftl . I X buck masonry construction 10 Components a Gtoang details 11 BB ofMaterieE 71.7.7 MAX. O.A. FRAME WIDTH %,, ' ••. 377SMAX. 1550'MAY FRAME WIDTH FRAME WIDTH rrrrrlll Is 36.0(T MAX. 13.75 MAX. ^ PANEL WIDTH PANEL WIDTH N iMax jP J 0Ul S5e C J d LL OVERALL •; DESIGN PRESSURE (RSF) DOOR TYPE SWING; afRA/NE.•. •, DIMENSION: - POSITIVE' NfG 411VE: INSWING 71.75- x 98.01Y 60.0 60.0 SMOOTH OUISWING 71.75" x 96.50- 65.0 65.0STAR INSWING 71.75" x 98.00' 60.0 60.0 FIBER OUTSWING 71.7S- x 96.50- 65.0 65.0CLASSIC See sheer IO for oesgn pressue anworo+n. t N.T.S. er LFS 3 sort ra i FL-8871.7 °aa O I. O 47 41 EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 2 I— DBAIL A -A J 40 D smooth aor h DETAIL A•A Pond re foRemlx, lil illl III HINDE IS tt Cbn 47 EXTERIOR INTERIOR 2 VEIMCAL CROSS SECAON 2 . J OtlNm I//Nit 1tt o n o s E ur- 0 iggov 2 li ft DWS is ft. Lf5 3 mo No: ° m fl—E1871.7 ca naa11 G 66 @ 61 EGERIOR (67) L DETAIL A- A j 60 um t f 00000000000000000000000 e 000000000000000000000000000000 1 00 000000000000000000000000000000 000000000(,Oo 0 II00000000000"00000111, 017:A-APantyt 9. a A 11,11rKi OR I'\ HORIZONTALCROSS 5EC"ON 3 IIIIIIiVfll t G41LGLM28S61OPEN AREA MAX. 9 A, g: DMIOR INTERIOR 2-"\ VEIMCAL CROSS SECTION 3 on vvm J, sn LFS mm NO-, FL-8871.7 LF or -I—; s 13.75 MAX PANEL WIDTH EE i 4 4 4 P L KIM C I sr P 71 i0 RAILsaebre n e to BOTTOM 1 73 Saefde i* MAx Di-, DaMOR V-;/ INTM0R `J 1 HORRONTAL CROSS SECTION 4 (Clowc Cron s haft) 7' MAX D.L. DORM u INTERIOR 2 HORIZONTAL CROSS SECTION q (Fiber Cassia I' MAX. D I EXTEIIOR INTEt09 3 HOMONTA1 CROSS SECTION 4 (Smooth dW BMW INTERIOR EXTERIOR 698 INTERIOR D(1ERIOR o c NTBUOR IMMAL47-3) mun K.T.S. ow or. DINS Cx W. LFS 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION MR144 NW FL-8871.7 4 I Coe a nntic) 4 I CICSOC) 4 (Smooth slot) MM OF _L NOTE: 1. Sidelite ass'y fastener. N' from each end and 6 more screws equally spaced between. 8 screws total per jamb.) WX MIN. 6AdB.IIYP.) d T HORIZONTAL CROSS SECTION MZd - 2 HORIIONTAL CROSS SECTION It pp -'utnvvig 4 HORIZONTAL CROSS SECTION k.jSN.w/1X.b-b.0 3 HORIZONTAL CROSS SECTION S Out.i6 tt+w+m B obo oppoved 4( 0o n o 105 22 08 i a N.T.S. ° or nwS er LPS 3 FL- 8871.7 0° 00 5 artt EXTERIOR "`f"INIMUR 11 VERACAL CROSS SEC"ON 6 of opg ed - ^g EXTERIOR 4 VERTICAL CROSS SECHON 6 Inswing configuration see general notes sheet 1 far Zw'e nitration O U INTERIOR EXTERIOR'`dff ... " INTERIOR 2 VEIMCAL CROSS SEMON 6 shown w/1X wDtwdc EXTERIOR INIERIO see o-;r We tnotes sheet I R J 3 MIo INTERIOR EXTERICSk rrr N •: p pp o C, Zy m i 1 40 S 10 60 n. 61 i 6jZmuae E WLo m m 8 VERTICAL CROSS SECTION r3 6 f utWhg riotes sfeet 1seeI I aFR'.zer WiIdotfon requit ments INTERIOR EXTERIOR n R 0N m 6 VERTCAL CROSS SECAON 6 puhwdng o r urorion see germroI notes sheet 1 far'KVHT water Int0trotion CAIRN 1 1= nm a ncni 1^p i 1 f rt n^= p OS 22 08 = E N.T.& s By: LFS 3 swc Ma a m FL-8871.7 n0 n 8 a 11 0 a a A a 70 NOTE 1 9 8 0 EXTERIOR INTERIOR 1 VERMAL CROSS SECTION 7 Ouawingstwwn•I'-WV hO °OVA NOTE 1. Strews tW head and aU jamb bested S' from each and and O.C. (IYP.) Bne. EXTERIOR INTERIOR EXTERIOR ---7!— INTERIOR 2 VERTICAL CROSS SEMON 7 Slownwnxwb-bu EXTERIOR 2 4 VERTICAL CROSS SECTION S VERTICAL CROSS SECTIONI ,7 ImwinB t°ntlpu°1bn INTERIOR O 6a iv INTERIOR EXTERI •.... n mSEE3 NOTE M i Es a m t c O 70 .ti anoxm64L I 22 ggCZ E 3u t2 m g3VEIMCALCROSSSECTION 7 Out-"C-lowah- o INTERIOR EXTERIOR Mal Q• • v• v N 2 I1N •0 O OS ?2 09 2 Le N.T.S. BSt ows m R LFS on MW S m FL—e871.7 m0 a -7- or it o ir II II II II l l IYP. HEAD a I I MASONRY JAMBSJAMII OPENINGIIII II II II II 2X BUCK I MUWON I I Uo I I SHOWN FOR I I REFERENCE I I ONLY II II II II II II II II II II RUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete onchor loeowns of me comers may be odJusted to maintain the ndn. edge distonce to mortar Joints 2 Concrete onchor locoRons noted os'MAX ON CENTER' mai be odtusted to maintain the rain. edge dbiance to morlor Joinh, oddRionat concrete anchors may be requied to ensure the MAX. ON CENTER" dmrensllon are not exceeded. 3. Concrete onchor tobkx JYNCHOR ANCHOR, MIN: CLEARANCE MIN..__. MASONRY • TO W.A. M ACE :. EMeEDMENi: t. ANCHOR:ITW 1/4' 1•T/4` 2' 4 T CONe ELCO 11C 1-1/4 T' f ULTRACON WOOD SCREW thWA1L111 rvv¢a: 1. Maintain o rrdnh um 5fir edge dntonce• I- end distance, d r o.c. spacing of wood screws to prevent the SpGtling of wood. t` i :• L Off. T 0 1 tq o a MASONRY s C O OPENING z Eo tq FAME r z TYP. SILL Q a 21( BUCK I F TYP. MULLIONS b 25 l K Im TYP. SILL L S o m HINGE JAM! FRAME ANCHORING SIRIKE JAMS Masonry 2X tuck cmuduellon HINGE DETAIL LATCH A DEADROLT DETAIL er•. DWS er: Lf5 ro¢ uo: FL- 8871.7 o a it THESE (2) ANCHORS REQV 3--- pvONLYWHENDP > 60.0 PSF 7 T T TT—T TI— TYP. HEAD & JAMBS MASONRY JAMBS OPENING FRAME TYP. 1 x BUCK ATYP. SILL TYP. Su I11.1 HINGEJAMS FRAME _ANMRWG Masonry IX bode conftctbn CONCRETE NOTES: I. 0 ocMfed to MaInIdn the min. Concrete anchor loca"M of the cornets may be edge distance to mortar phis. I Concrete onchor bcotions noted as MAX. ON CENW mLal be ocrpsted to ffjcMfafn the MIL may be requited fo ensure Me MAX ON CfJYiER" dtmertslon are riot exceeded. 3 Concrete anchor Coble: ANCHOR Hoot N -C -,: A RAjKC— MASONRY;.;:_ MIN., 5q pw TO ADJACENT TYPE'-'-- I SiZE EDGE nw r TAPCO WOOD SCREW ,TION MainIch offg*nums1wedge NOTES: dbiarwe, i-end dWence. & 1"0.aV0Ch90f wood =rem 10 P*vwl the SOtfffV Of WOOd smu.s"s IATcli & DEAoecXfDffAfL HINGE WAR OS /22/08 a N.T.S. en on tm LFS FL-8871.7 3 for 11 I IT GLASS 314-THL IMI] GLASS I/rTEMP AIR SPACE I /V- TEMP. SWIGGLE GLA2WG 24 SPACER GI J/Yetbtmd ms MC GLASS erg-,=G ol SAT DESIGN PRESSURE + IlTHK. GLASS 7/ 16- GLASS NM I/ rTEMP. AIR SPACE 1 /8- TEMP GLAZING 4. 56r - 1 1 N N 9 al HfAE -T 1.,. b "' 0 I IT THK. GLASS MrTEMP. rrAIR SPACE I/ IrTEMP. 25'STEEL 24 INTERCEPI SPACE, GJ A&M. d W91 it MINN I I -Zi 05/ 22/08 M.T. S. elt DWS es LFS FL- W71.7 0 or - LL r O.ttttttYYYYYY1 „ D I X 2- c 4" 3/4 F12rida Building Code Online https://www.floridabuildiiig.org/pr/pr app_dtl.aspx?param=wGEVX... i RegulationBusiness' & Professional aCIS Home I log In I User Registration trot Topics I Submit Surcharge I Slats a Facts ' PiblkatuonS I raC Stag I SCls Ste trap I links I Search bFI rida p QProduct Approval hailUSER: Public Userlr 1•..•.•J .^i1 :J RodrCt Ar>L_nval Menlo > ift--diMgL.6pRlat2 at taAptKab6t > Applivtion Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd. com Authorized Signature Brent Sltlinger bsidinger@mlwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urlch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ELU33a_ gg COI FLCQI,R4_f Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Year 2008 I of 3 4/15/2018, 5:03 PM Florida Building Code Online hups://www.floridabuilding.org/pr/pr app_dti.aspx?pamm=wGEV)C.. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 10/10/2017 Summary of Products FL ft Model, Number or Name Description 1S332.1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No fL15332 R4 Il 08-OOSOOE.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant., No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332_R4 AE 510807.Q•P_df PRESSURE RATINGS - ---- -- - - - Created by independent Third Party: Yes -- 15332.2 TSERIES 420 ALUMINUM SGO Limits of Use ...------- - - - -• ------- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.3 -- SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NOW REINFORCED Installation Instructions EI„15332 R4 II_".&W@E,pd f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports ELI5332 R4 AE-S10>0$Of Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96"-- Installation Instructions F1A$.332_R4 _ _Q1_02Z48_C.pA( Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F_1jS332 R_4 AE_W9-0_C_.Pdf Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD I SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX - REINFORCED I96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No EL 15332 Fill_ 08 02249C.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 F-L15332 R4 AE SLL2969C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No F_L15332 R4 11 Q8_02250C.psij 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 FLI 3332 R4 AE 512Q7 - .Rdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED - SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FL-1L5_332 R4 II 0U 499E.p-df 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, 5:03 PM Flprida Building Code Online https://www.floridabti i lding.org/pl /pr_app_dtl.aspx?param=wG EVX... Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN &JQ32 R4 AE 510806Q..4f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" I ALUMINUM SGD Limits of Use Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.8 I SERIES 430/440 ALUMINUM SGO Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.9 1 SERIES 430/440 REINFORCED i ALUMINUM SGD Limits of Use Approved for use In HVHZ: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Installation Instructions fL15 j2 R4 II 08-D05O0 ,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 1EU5332 R4 AE 510808D.ndf Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"40" NON - REINFORCED Installation Instructions EL15332 R4 11 0)f=QQS_Q2E..p_4P Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AF ,%1QQQQD,pdf Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX - 143"x96" Installation Instructions -- - - — — EU=2_R411_49_00503E.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports f.L15322 R4 AE 510810D.pd.f Created by Independent Third Party_ Yes ALtatt b :: 2601 Blair Stone Road- Taaahassee FL 12109 Phone: ago-497-1824 The State of Florida Is an AA/EEO empbyec Cowraht 24QZ20L33iale of Florlaa.:: Queasy_5tatUHM :: A`C"s•a.9ty Staubtlant :: Refund Statement Under Florida law, email addresses are pubic records. R you do not want your a-mal address released in response to a public -records; request, do not send electronic mall to this entity. Instead, Contact the oflke by phone or by tradtlortal mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Fbrda Statutes, effective Octobw 1, 2012, Ikensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emsas provided may be used for o0k01 communication with the licensee. However emal addresses are pubic 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 I you are a licensee under Chapter 45S, F.S., please dick Ism• Product Approval Accepts: k o.-; Credit Card Safe 3 of 3 4/15/2018, 5:03 PM NOTES: 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASCNRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. 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 010 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). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS rtvispm RA/ I I — I APP -M 1 A ADDED FLANGE AND AN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 00/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 MPAK17030REETy4di 0 GRATZ, ST 0 5SERIES420SGDREINFORCEDWITHOUTADAPTER 96" X 96' NOTES AE OF • o 0•° F•.'c.(pR1CP• OIGtN: oNC N1 REv 08 9 C SS/0iIAL1 :G\`` srxt w1e scErNTS10/30/13 1 OF 10 Luis R. Lomas P.E. FL No.: 62514 LROHEATOLOMASPE ml?wOooF0RE, nRDLEWISVUNC2; 44W4 0-X09 Abamott ioaacom I FT HE 6• MAX 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17 r ' MAX r-r O.C. - 6' MAX 17' MAX O.C. 16' T LAX AME IGHT 6• MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS Of AND 12 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL. SIZE: fB 1?'x 95' 2. MAXIMUM D.LO.: 44 56 x 90 56' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99#145) AT 3e 3/4.ON CENTER FROM PANEL BD METALLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM80834o REINFORCENENT (8881 AT ALL PANEL INTERLOCKS CHART 11 WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTF 9 SHEET 1 aLMSDS 14V DEStl7IP110N ptTC JR.L A AODED FLANGE AND FIN INSTALLATIDN 12/10/13 R.L. B REVISED INSTALLATION DETAILS 05/03/15 C REVISED INSTALLATION DETAILS 06/21/17 Design pressure chart (p-,4 Frame SWOO POW and TOW Frame VAM (N HliDb N 30.0 6000 1 3a0 72A0 420 e4.00 4a0 96.00 Pos I Noy I Pos I Nee Pot I Nap I PCs Nn 84.0 40.0 58.4 40.0 509 40.0 457 40.0 420 Aa0 40.0 552 40.0 4a0 400 430 394 39.4 920 40.0 52.4 40.0 45.4 40.0 40.0 37.1 37.1 940 40.0 49.6 4Q0 431 38 4 3e 1 35.0 35.0 CHART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design premlre Chart (pso ROM SArvia Pand a/d Total Frame VNde1(N HH9M i1) f0.0 900 840 72.00 420 DO 46.0 9400 Pos Nag Pos Nap Nap Po Nap 1 58.4 58.4 5D.9 50.9 45.7 4ZO 42.0 a0 2 55.2 48.0 4a0 E40.6, 43.0 39.4 39.4 1 52A 524 45.4 45.4 418 3711 37.1 1 49.e 49.e 43.1 43.1 3a4 35.0 35.0 CHAR)' 13 Number of anchor loraflonsr"ulmd From Snge Pall and ToW Frame Vddd1(n) HeoM n) 3ao E 38.0 72.0 4LO et.0 48.0 940 HAS Jim- NAS Jamb HAS Jamb HAS Jamb sto 1 6 1 5 1 6 6 e 8 8 md, 0 5 9 e 0 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION RAIN: OTC NO. a V.L. 08-02249 WA" NTS w7E 10/30/13 1 ¢1M72 OF 10 L ROBERTO LDNAS RE 1432 NGpDFORD RD LEWSVatE PC 2702J 424-M-0609 tAxrm9VsW7eags mm SIGNED: 0612112017 1R I IL 0 v,•GENS ,rP 2 44ATOF I'd ZOR10 , G?\ S'pNA''\\ Luis R. Lomos P.E. FL No.: 62514 M FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART §4 FOR NUMBER OF LOCATIONS REOUIRED 6' MAX 17' MAX O.C. l 6' MAX 17' MAX O.C. 6' AX 4ME GHT 6' MAX 6' MAX I 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.0PSF NONE SEE CHARTS aJ AND 02 SHEET 2 FOR OTHER UNITS RA TONGS HARDWARE SCHEDULE A II) FIAT MOUNTED HANDLE SET (99-"i45)AT383wONCENTER FROM PANEL BOTTOM eL III)METALLIC TANDEM ROLLERS MG- 17-195)ATEACHEND OFPANEL BOTTOM RAILS C. 1ALUMINUM6061TS REINFORCEMENT( 8681 AT ALL PANEL INTERLOCKS FWASIGNS REV DES Ron WE APPROVED A ADDED FLANGE AND FIN WSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTAUAMON DETAILS 08/21/17 R.L. NOTES: I. MAXIMUM PANEL SIZE: 48 l&*x 9r 2. MAXWUMD.L. 0.:44Wx9059' CHART /4 NumberoTancborlocations required Single Panel and Talst Una WItlM (in) Fmm Height in) 30. 0 80. 0 1 3A0 72.0 42.0 84.0 48.0 98.0 HaS I Jamb HAS Jamb AILS I Jamb Nis Jamb 8l0 4 6 5 6 8 8 6 8 a&1 4 6 5 6 6 6 6 8 92.0 4 8 S 8 8 8 6 6 96.0 4 8 5 8 6 B 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96' X 96' FIN ELEVATION V.L 1 08- 02249 Se" NTS °"n 10/ 30/13 ;E3 OF 10 I ROSERTOLOWS P.E 14,7E WOWA RO RD LE1eLSVLLLE NC 270P3 43a.6W0909 dwnzcf l&n=* COED SIGNED: 0612112017 5111 1 I lLl/,,/9, i GEN,9 .4p 0 rOFrSTA0R10V.' Luis R. Lomas P. E. FL No.: 62514 1/2• MIN. RN DLSCRiP110N DATE A EDGE DISTANCE2/10/13AADDEDFLANGEANDFININSTALLATION1 RL I B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. C REVISED INSTALUITDN DETAILS 06/21/17 R.L. WOOD FRAMING OR 2X BUCK EMBEQMEM i BY OTHERS 1/4- MAX. SHIM S10 w00D SPACE 1 3/B• MIN. 4• MAX. SCREW EMBEDMENT IF'HIMSSPACE INTERIOR 1/ 2• MIN. EDGE DISTANCE f1 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT S..40%W FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORLIANCE NTTHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT AIN. CE WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAU ATION SIGNED: 06RIaOI7 MI WINDOWS AND DOORS LLC"i Iv,,,//" 650 WEST MARKET STREET GRATZ, PA 17030 J S`ENs?f F 0 5.cov+ = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9 TA X 9O FRAMEINSTALLATIONDETAILS q E ; oTATOF O'° F• LORIOT: • i': taworowew. alv OS- 902249 C j sS ONA 'E G` Luis R. Lomas P.E. FL No.: 62514 sous DATE NTS10/30/13 4 Of 10 L ROBERTO LOINS P.E ow WOODFORD RD LEWISVL14 NC 27023 434488. OM avn METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE — DISTANCE I 1/4• MAX. B r SHIM SPACE l 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT j10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1 /2* MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: T. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E?I12 T 1/2• Mil EDGE DIST) I y10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVSONs RLY orsmvpro+ ate ARWDVW A ADDED (LANCE AND nN INSTALLATION 12/10/13 ILL B REVISED WSTAUATION DETAILS 08/0.3/15 R.L C REVISED IN5IALLATION DETAILS 05/21/17 R.L. t. .— JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALL4TDN MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96' FRAME INSTALLATION DETAILS oRNW. one MD. R V.L 08-07.249 SCALE NTS — 10/30/13 —5 OF 10 L ROBERTO LOMAS AL Ica WOODFORD RD LFYNSVWA NC MW q.iBB O /Aonae®i/anaspean SIGNED: 06212017 It.. LIOW i/, M-fA55 ••*OF t0RM' Luis R. Lomas P.E. FL No.: 62514 1 MIN 1' MIN. SEPARATION EDGE DISTANCE r e 1 1/4" MIN. n• . ' EMBEDMENT CONCRETE/ MASONRY 1/4- MAX. BY OTHERS F SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I I I INTERIOR SILL TO SET IN A BED OF APPROVED` SEALANT a 1 1/4* MIN. EMBEDMENT a• 2 7/8- MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEA"SONRY WSTALLATION XEVBDf6 01300,noN M1E APPROVE) ADDED FLANGE AND FIN INSTALLATION 12/10/1R.L REVISED INSTALLATION DETAILS DS/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. i 1/4- MIN EMBEDMENT I •;' J 1/4' MAX. SHIM SPACE MIN. INTERIOR EDGE DISTANCE 1 " a MIN .. SEPARATION 3/ 16- TAPCON EXTERIOR - CONCRETE/ MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETEAt4SONRY INSTALLATION) OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYDTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTNASTM E2112 SIGNED., 0&21/2017 MI LLC 6soDOWSESTARDEDOOREETRSS1tItIILro E NSac GRATZ, PA 17030 C 9J+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 2 *•Q5 * = 96" X 9O FRAMEINSTALLAtIONDETAILS Z DOFawN• owc N0. 08- 0022 249 C scut aT6 NTS10/30/13 6 OF 10 L ROBERMLOMASF.E 1432 NOODFORD RD LEWISVILIF. NC 270YJ Luis R. Lomas P.E. FL No.: 62514 434.6n4M .ctraAOL C 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4- MAX. J SHIM SPACE 110 WOOD SCREWS EXTERIOR LLU LL_11 INTERIOR f0 BE SET IN OF NED SEALANT B10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. BENT cwc vuIPJWUL VERTICAL CROSS SECTION K+00D FRAMING OR 2X BUCKWSTALIATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY 07HERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 I2 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS REVOKM DESQ nM DATE AP4RDYED ADDED FLANGE AND FlN WSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETNLS 08/03/15 R.L. REVISED INSTALLATION DETNIS 06/21/17 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OA2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 6SO WEST MARKET STREET GRATZ• PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FLANGE INSTALLATION DETAILS ORWOI: 011D NM R V.L. 08-02249 SrJ c NTS JQAt 10/30/13 19W7 OF 10 L AOBERTO LOMAS P.E 143? WOOOFORD RD LEWISVXLE NC 27021 474489-0609 A maS;*.=v SIGNED: 0621/2017 111111!lI/ J\S A. L 0/i v,•v GENS•giP STATE OF ;\ Luis R. Lomas P.E. FL No.: 62514 1/2• MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINL4NES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEDWACCORDANCE WITNASTM17112 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2- MIN. EDGE DISTANL 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVmONS ocsarPraN are APPRCJED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 05/03/15 R L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0621/2017 MI WINDOWS AND DOORS LLC 11+1 111I// iLO,ii, 650 WEST MARKET STREET GRATZ. PA 17030 J S R'. OEM 0 5 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96• X 96* FLAFLANGEINSTALLATIOTIO N DETAILS TAT OF OF•'c(ORIO •• i,SS/ONA,`1G\ DRWW owe No REV 08-0022249 C Luis R. Lom.E. FL No.: Lomasas P swt aTeNTS 10/30/13 8 OF 10 L ROBERTO LOMAS PE IAV NOODFORD RO LFWBVdLE AC 27M 19&M-O609 r>Mm@LMmw,wmm f 1 1/2" MIN. 1MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN. n• EMBEDMENT CONCRETE/ MASONRY 1/4• MAX BY OTHERS F SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/ 16- TAPCON 3/ 16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR LL U LL U INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 6 1 1/4- MIN. a' EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEANASONRY INSTALLATION REVISONS DESCRV1wM owls APPRCYLD ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1/ 4' MAX. SHIM SPACE INTERIOR MIN. EDGE DISTANCE I 3 MIN. SEPARATION v " Jj 3/ 16- TAPCON EXTERIOR - 0 21L CONCRETE/ MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETEIM.ASONRYINSTALLA710AI OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EX I ERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PEAIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIN E2112 SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 71 11111//,/ 650 WEST MARKET STREET J S D i% GRATZ. PA 17030 v,•C+ENSF gill SERIES 420 SGD REINFORCED WITHOUT ADAPTER 5 Ar 4TA 96" % 46" FLANGE INSTALLATION DETAILS o Q: o uj OFO•: CIORLOQ, MWN: Dw0 No. REV 0 i Yss'0N. 08-02 249 C 1`f aG\• seNFalENTS10/30/13 9 OF 10 LR08ERTOLOMASPE Luis R. Lomas P.E. 72NID t1ODFORDRDLEWSWLLE,MC2=3 FL No.: 6251A 4-U- -M r0onoa**boaspwrom r WOOD FRAMING . { 1 /4• MAX BY OTHERS I r SHIM SPACE 1 1/4• MIN. EMBEDMENT v b APPROVED SEALANT BEHIND FIN 08 WOOD SCREW 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN J8 WOOD SCREW 7/16- MIN EDGE DISTANCE INTERIOR IN EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATOM 1 1/4* MIN. EMBEDMENT TWOODFRAMING r BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE T RENSM REV OESCZiPi 771 WE APPROVED A ADDED FLANGE AND FN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETALS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L 1 5/8• MIN. EDGE DIST. d TRIM ° 1 1/4• MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE 1 BY OTHERS 1X BUCK BY OTHERS, HOOK STRIPtTAPC O BEIXSUCKTSECUREDPROPERLY O• EXTERIORPANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY)CONCRETE 1/2' MIN. METAL STRUCTURE 2• MIN. EDGE BY OTHERS EDGE1DISTANCE DISTANCETRIM INTERIOR 1 3/8• MIN. EMBEDMENT HOOK STRIP I D SCREW DRILLING 10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR METAL S I HUCI URE EXTERIOR HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCKANOOD FRAMING MI WINDOWSDOORS LLC W K TMARKETSTREET 650SGRATZ, PA 17030 GEN$* s% VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" 0,, 6126 WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL uvSTALLAT>ONSEE SHEE754.9. NAILFIN et HOOK IMSTALLATION DETAILS p • A • TATOF ,Q NOTES: Wave oRc Ra RLv O'n•'cCORIDP'• i sS O1V/111EaG` EXTERIOR NorSNOHmFORCLAm.FlNtSHES. BY07HERS. 06—Q022249 C 2PERIMETER AND JOWTSEALANT BYOTHERS TOBf sraE atE NTS 10/30/ 13 10OF 10 DESIGNED IN ACCORDANCE MTNASTME2112 L. P48ERTOLOMASPP Luis R. Lomas P.E. 1432VICODwRDADLiK79VXLENC27023 FL NO.: 62514 47w4esoso9 mn t Florida Building Code Online J https://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX.. ProfessionalBusiness & Regulation M_- OCIS Home I W In I User Registration I Hot mpirs 1 Suornt surcharge I StaLs a Facts ( publications I FSC start I eels Site Map I Links I Search I Florida Produd ApprovalaorUSER: pulNc User @Cd,ctBgaroval Menu > pmdurt or Aopreatlon Search > gpplitytha= > Application Detae FL # FL15279-115 Application lype Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email 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 YAM ANSI/DASMA 108 200S ANSI/DASMA 115 2005 ASTM E1686 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS279 RS Equly 20170809 - FBC - DASMA 108 equlv.odf FLI5279 RS Fquly 20170809 - FBC - DASMA 115 eqq!X.pdf I of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.or6,/pr/pr_app dtl.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of. Products Go to Page le Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 FL*' L* - - Model, Number or Name Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door m 0 Page 1 / 80 40 15279.1 001 W3-09 DSIE-1A171: 2050, 20S1, 2OS3, 4050, 4051, 4053, 62, 64, 6S, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use - • - -_•. - ._..---- -•_-- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the 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). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GRISP, GD1LP, GRILP, AR1SP, ARILP, 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). Certification Agency Certificate FL152Z9 Rs , cAc Le er i arssf QfsQatrast ad-prQQf of_05mc-tIQr3,ed FLIS279 RS C CACW3_L1%t1ng_1.ntCrtCk.Pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL152Z2RiIL1Q1655-Rey] 2.0f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door I Certification Agency Certificate FL15279 R5 C CAC Lgtter with grog[ of contract and grpo Qfjn5Q0WQ1l.Q9f ELIS279 115 C CAC W3 Listing Interle Q0.. Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ft.l Sz7-9Jt5_I I_1Q395213CYOLRdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: 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, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0' wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131,8133 Limits of Use - M Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FI.15279 R5 C CAC Letter With groom of contract gpQproof Qf!nsaeog_n adf FLIS279 R5 C CAC W3 ListIng Inrgrtek,pQf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS It 104175-Rev0_1 gdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1S279.4 004 W3-16 DSIE-LA171: 20S0, i 1-3/8' Double -skin Insula 20S1, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) 64, 6S, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 led EPS (exterior skin 27 ga. min.; Double -Car (9'2" to 16'0' wide) Door 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?parwn=wGEVX.w 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 Otherr The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 DSIE-1A471:-GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use .--_ ____ T•---. ^-_------ -- 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 F8C). 15279.6 006 W3-16 DSIU-1A171 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131,8133 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof gLLMgect1p .pdf FLIS279 RS CCAC W3 Usting_tntertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS If 1QLQ_ Q-RgMD pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate ^` Y- fL15279 RS C CAC Letter w tF_proof of cofitraa end_proQf of Inspection.pdf FLIS279 R5 C CAC W3 Qjaing In p _gk.g_df Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R5 It 104020 RevOl.p 1f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate J - FLi5272 RSCCAC L•tter with proofsf 44ntract and proof olJnslle:tlorl,pgj FLIS279 RS C CAC W3 Listing lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R ll 04166+R ysj Qdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 1007 W3-16 PAN-2F1S3: 73, 1500, I Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) 75, 190, 84A, 94, 42, 48, 55, 428, WINDCODE® W3 Garage Door 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other, The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 1S279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate f_Lt5Z79-_R5_9_r,11C_L1tgr wit1RL44f Q q Sr 9 R Ofiesmtion•Pg( EL1.5279_[k5 CAC W3_l j5t(gg_IOtertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ULLS•Z79 q$ Il lOL3 R_ev17.,pdf 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) WINOCODEO W4 Garage Door Certification Agency Certificate FL15279 RSCCAC_Letter with proof o14Qntract_and.proof o t i pecUo i ,pdf EL15Z-79 A5 C 9!.IStir in4elXc-p.4L Quality Assurance Contract Expiration Date 05/21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https:/hvww.floridabuilding.org/pr/pr_app_dtI.aspx?param=wG EVX... meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for 1 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). I IS279.9 1 009 W4-09 OSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LR A112SP, AR2LP, ED2SP, ED2LP, 4302, HOGC, 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 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Installation Instructions FLIS279 R5 11 10165_ B-RevILpdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate--_---- --_ - E1.15279_R5 S r Let4ffwltllPr gf g Sa. Cr1 4Cs3nd Or44f of Inspe tcion.pdf E=79 RS C CAC y 4 I5ring_Inte el,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL1521-95_U -10969 U Revo2;pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F_L3 27.9-R S.SAC-42tter with proof of contract and proof Approved for use outside HVHZ: Yes o in$pe4tiorl,pdf Impact Resistant: N/A FI.15279 R5 C CAC W4 I sting ntertek.p ilff Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for F.L15279_R5J.(_1Q418 -R v I,pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 O11 W4 09 OSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 RS C CAC Lette-itLLarVQLof contract and_Qroof Approved for use outside HVHZ: Yes 5I1e_CU=Pdf Impact Resistant: N/A 17.1.1.5279-I15-L -CAC_-W-9-Listing-Intettek,adf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for I ELI,5 79 RS It 104456-RevOl.odf Iwindbornedebrisregions. 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: 15279.12 012 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, SS, WINDCODEp W4 Garage Door 428, 480, 555, 4RS7, 6RST, 4RSF, 6RSF, 2RST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.0df Impact Resistant: No FL15279 R5 C CAC W4 Ust109 intertek pd_f 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 f1LI5279 RS II 3OOLS9LBLgev- 16.p4f windborne debris regions. 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.floridabuildiiig.org/pr/pr_app 4tl.aspx?parafn=wGEVX.r. 013 W4-09 PAN-21`441: G4S, GS4, G41., GL4, GD4S, GD4L, GR4S, I GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, E04L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +2S 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. 1S279. 14 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor - - _-- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 15 015 W4-16 OSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for . windborne debris regions. 15279. 16 016 W4-16 DSIE-11`471: G02SP, - GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, E02SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Gallery/ Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car ( up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate EL]. 5279 RS C CAC Leiter wltb_gioof_of contract and oroof of Inspettlon.pdf EW279_ R5_C CAC_W4 List ngJnscitgk-gQf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions EL15279_ R5_l1_303_48G_0_ggv_a8Axdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9' 0"wide) WINDCODEO W4 Garage Door -- Certification Agency Certificate l 15279 R5_g UC Letter witt proof of contrast and proof of InsP ce tion.Rdf FL1 279 RS_C CAC W_ Usting lntertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions f . 15279 115 11 103549•Re-v0LG.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports O' eated by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R5_C_C9C_Letter with proof of contracLAad_proof of Insge tc lon.ppf f - 79 R5 C CAC W4 ListingIntertek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLIS279_ RS ll_101481-B-Rev13 of Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double - Car ( 9'2" up to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use I Certification Agency Certificate - Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279. 17 1017 W4- 16 DSIEO-11`479: Coachman/ Settlers/AMnity FLIS279 RS_C CAC Letter with proofof contract and proof of inspecbon.pdf FL15279 RS C CAC W4 Uisting_Interlek.pdf IQuality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RSJI Og 79-Rev_03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 279a. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Morida Building Code Online https://www. floridabu i lding.org/pr/pr_app_dtl.aspx?param=wG EVX... Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A II Design Pressure: +25 PSF/-25 PSF 1 Other: The OPTIONAL glazing available for this product I meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for S windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne I debris regions (ref 1609.1.4 FBC). 1 _FU1_52Z9 R5_C CAC Letter w'iih proof of contract and r of of Insoectlon.odf FLl 2579R5CCACW4LlstirLqIntertel3,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL15L7_9R5 II 10 046-Rev 7.pd Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: If 1Evaluation Reports Created by Independent Third Party: 15279. 18 — — 1018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) HDPL20, 7200, 7201, 72, 8200, WINDCODE® W4 Garage Door 8201 8203 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 19 _ 019 W4-16 DSIUO-1K479: Canyon Ridge/ Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLIS272 R5 C CA Letterwith_p 0f gf_contrdst g0 294f of inspection,p_df ELUMA5_ C_Q&C_W 4_Uatipg_1 n.W!gk,p df Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5 11 104169-RevQI.W Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2' to 16' 0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate_- 15279 R5_ ' C_A Letter with proof of contract and proof of Inspection.pdf FL15279 R5 C CAC W4 Listing Intertek.ndf IQuality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions ELI_ 279 RS_II 104457-Rev02.g4f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 20 020 W4-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0' wide) 75, 190, 84A, 94, 42, 48, 55, 4RST, WINDCODEO W4 Garage Door 611ST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, ARSS, ARSSV, EDSS, ED5SV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.S 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 — y Certification Agency Certificate FJ" 1 279 RS C CAC Lettelmltft=Qf-4LL4J.trd Und—amd of l sgectii n,W EL152Z9_ It5SSAC WA—Llsting_Intertek.gdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions F. L152 ZQ_MJ L.1WA L-ft:Pev 15. pgj Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aadr Nart Sorge yy :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 650-497-1824 0 0 Page 1/ 8 0 40 lie State of Florae is an AA/EEO employer. CRRy119bi311QZ2013.Slate-Rffsltlr.:: frNSY 5latement :: v Statement •: Ren nd e,_,_ - _ Under fiord& law, email addresses are Public records. Y you do not want your e-mad address released in response to a public -records request, do not send electronic 6 of 7 4/150-018, 5:17 PM Florida Building Code Online https://www.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wCBVX... mall to this entity. Instead, cant= the ortke by phone or by traditional map. If you have ape questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Deportment with an email address Ir they have one. The emals provided maybe used for official communication with the licensee. However email addresses are public record. ff you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you am a licensee under Chapter S5, FS., please click tiefe, Product Approval Accepts: k' Credit Card Sate 7 of 7 4/15/2018, 5:17 PM C40ohm oiK, MO -max u® MaDM 1®i O f1 O IA A COATTMAMd Om O.av M9 Asv r lls c ww mss cmv NUSW sm .Ilm-P.n Daft bMYCf Haw alliaLiMlism lion w®+.a o K!P ,Mwam IugAl Rm K 401K 4 0 4 mw.u.n r s SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL 'B"; TRACK AND JAMB DETAILS. OPTIONAL GAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. 1i 11ei aNl. MAIL STANMIA CTSREIS42-1/2-.16-. IMPA n N— RESISTANT GLAZING IS 21-5/B'.14-1/B'. ar=mci— MARK 11101106Et0. P 0. s vm r m AA m 1]O mn MIAMM 10 IICa ADM nm11101 TOOL-M 21011b OW 1mm11 A LVImP eW r Irmar + rl mv9 RINI RiI M•iP. ., aI SECTION A -A (SIDE vim 3' TALL U-BAR MN.. WILDDSTtENGTH. 50 KSI Hf-i:i r 1_7/r T SHIP W .(OUTS. 1/ DDdM POLYSIYIENE FOAM NSUU71ON 1-5/16- THICK WITH VOM K40CELL BACIQR (01SLIATED MODELS ONLY) 25 G Iml EELCALKSTSI N WON A B4®-ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTN SIDES OF STEEL SION. r® -:- — m°O1°'omsoi1[ Mon poi as 1R io.s oiwo IM OO® i m- ti9 10 tt 1s1ew mYPO q aie m'i0®C 11'+0.) mis a A MAlimloci! m`' a aMawos IN ooua 7m — r I in Is M m LLP4GP I . or d 1r Clopay TE. PAN- aTEt/ 1/97 ng Products M54"SOK ON Z; o Luc On (513) 770-4000 m Cie TiP.. 1.. AP milm Rift l LE71 bV?AP V "70 14 G CAW. ROLLER HINGE. EACH HINGE FASTENED 1O Om SMILES WITN ( 4) 014.5/6- gEET METAL SCJtM AND (4) 1/4'. 3/4' SELF TAPPING SCREI1S. SEE VIEW W. I 3' TALL , 20 GA, GALV. SrM U-SARS IN A 2- 1-2-1 PATIEIN 0E. TWO U-S1RS ON BDTIOM SECTION. ONE O-W ON NOR SECTION, ETC-). EACH U-BAR ATTACHED WIM (2) 1/4'P3/4- SELF TAPPING SCRMIS PER SRLE LOCATIDK 13 GA, CALK STEEL BOROMBRAOQT. ATTACNED WITH ( 2) 014.5/8 BEET METAL SCREWL ALIIMNUM EXnMON AM WEATHERSTRIP DESIGN LOADS: 24.0 PSF t -24.5 PSF TEST LOADS.. 36.0 PSF R -37.0 PSF vlmw! MTIMS . At In sm W 4 16'01Y x 16'0'N gym' a - AMC AND CH RP STEEL PAN DOUBLE -GAR lbw +24/-24.5 PSF B — 101711 IBC P." oma tme ter s ar u- elu arA inu Da IWO GameW '. m n n oea ns e. ear tar sae ao ea mlenoslw eel en emii vlloaa A ntralraAmoeunaIlaaarua +Iw m for tole am s,an rAln r a[nt .osmne• bm® PAoo .v tooaoto4 IEUL I e tia WV la1® ial EGK eeolm AAa ra mev nrmil lttpt m rr mm am ra r m== m r a tin mow te-ss store. 1•,m coat! 1 sal wcom r n u m AlOefq Ire R mimaei pN Aer r m nrora a ruselormoowaoetlmraaeam0tap ows.m a Allml[ Allt7eaa I1710Oe mom An mmmundam t Awv t c av On Aa4 sm mmm a cam mmm (m om ao w w eaT. am oo mu ad rots pw % a w tADt am i10t Li[ IMPACT RESWMT ASSEMBLY DETALS DRAWING f0/711-A CFCnON n-B AMPACT-RESISTANT .t AZINC OPTIONapeaftav Wfelleea IOI OC [ e.1Pi l0. Alee AC10 eeaa aaem 1+ saw 10 lieba/ gfaeal aia Aal A 1O1 lA A . L,• iw loi re,l[ seas ea °' a i WSANDARDASSEMBLY DETAILS DRAMFINO 10171 1-B SECnON R- 8 (NON -IMPACT RESISTANT GLAZING OPTION) lace imlf IRYR aYiemeP Dm im-CL Q aALf live. m mmm 49twmmspayl• wr Iw sa osm, lmL uloass m lantic alAmEanA,tmlm a'D a halt O AAIAD, O m 11ASDL M A Ip aDl eifK ba emm mm a®IaT aemum M mnnteAs ON Do tQaoa Ime eQ eea le1D 1 Ole a Da neia waao Lea a Mai arms. pv. ouvla 1s ne/mq SHEET 2 OF 2 ma w sm /r1// tlpp f l u w )e /wj. w% trw la eiaa. fANDa N' a to q= \ (1=aff aw ,cu a llMat MTIOa 11 N m 0 t Mum aaa am On om ,rlta eras mn m a ae ma WN I.) I m er Ae n >•mi eosaRe ttl no 1/• a ilaR r 10 eAt soar aol srm am= in am m 41tm W AiA 1m M coil i Da eleroeeo laelalera man 1r a ,K sessm or a.L lo®lut s eaao la Ilt Wm a ti CN Aa el A7taMQ tat owae autao eeLO lal lra tam trim aeaoeeaiaClopayam via ng ProductswsmomDDo nnv (313) rM-400D eAIE oao rla - I sm lWas 11 laRm On DUT Cm AW4 TIC DOOR OFID" DOES NM AFFECT 111E WIND I" RATWO OF m DOOR. am u O'sO°etaafs• au moe Ao vial 13 w caa am nw NamiC 11W TOP BRA NO mm Aireiarp 1m ~ ift I NORQDIQK w .", mm L o sacs IQar Im 1 1Q 4 moon 4w 1. p m. s-,/r u w A" srm naa WAD= eai <y V"roam to sm u Olo, tAs>Oa 1q e000 etre an W 7rRlu o, stba 1YIiQ llO Om a- ,Ot j MQT4R m. M,/ r.1! w by !f TI.a1 eaeer. W TMLIt QIaQ11 /01 lO[ N N le tea iMe47 / 0 Sala N Ie IS M01 aer ID 1 dl> s to aloe om1 q t Ira1 oval iwa rol 5S omml atallr auae learn Um WAL r aan DESIGN LOLOSt + 2410 PSF t -24.5 PSF TW LOADS. + 3&0 PSF t -37.0 PSF vWDOAD aroa aAT. p UID C.- PAN- 2FI53 W4 te•o'w a 16•oi1 1/3/ 97 Uww m CLASSIC AND CH RP STEEL PAN nl Tor JAC DOual-CAR. 101N +24/-24.5 PSF ivub M1NW No1A B aavlo alwep 101711 BC Florida Building Code Online htt s://www.floridabuildin or r/ r_a dtl.as a? aram=wGEVX... P g• P P PP_ P P Business & Professional Regulation SCLS Home ; Log in I user Registration I Mot Topic I Suant Surch1Me I Stats a Facts I wblcatans I FBC stag I acts Ste Map I Links I Search I Product Approval uSEa: Pubes userdNr eMdWa-AaVroval Menu > PMdgQgUnQkation search > SftWApon & > Appamtion DOW 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/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ezt 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger 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. Urlch, 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 I of 4/1312018, 7:05 AM Florida Building Code Online https://www. Floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEV k... Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/15/2018 01/21/2018 Summary of Products FL # Model, Number or Name - 17499.1 _ 1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. 17499.2 1 185 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 Description - _-- •---•---.--_- --- 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R3--C CAC MI Windows 185 St! _(Fr) Impatl L),pdf FLI115t9 R3 C CAC MI Win oVf5 - 185 $H (Fin, impact ($) DoD&& f P1.17499 R3—CCAC_MI Windows _85 Flany, !rr pact 3).pdf FL37199 R3 C_CAC MjWndowS_)_85 SH (Flange) Impact 4)_,pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 93—[f Q8:02 45B pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports 14_R3_5133218-3_pdf Created by Independent Third Party: Yes 52.72 Fin/Flange frame 1G/SG Single Hung Laminated Glass 117499.3 - --- 1185 SH-- I Limits of Use . • ---,~- v-----. •-•— Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60* 17499.4 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure, +60/-67 Other: R-PG60* Certification Agency Certificate FL17499 R3 C CAC APC(1336_L)g17g6.01-1Q.q-A RQ185 iHf FLG wa ver),pdf FL17499 R3_C CAC MI Window;)85 SH .) (1j),pdf EL117499 R3 C CACMI Widows - ,85 SH (FIQL(12)_W FL1749- 9 R3 CC6C MI WIRQows 185 III Flan eJ Quality Assurance Contract Expiration Date 10/ 08/2018 Installation Instructions FL17499 R3 11 08-02549B,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL174 9 R3 _AE 5133278-4.pdf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL1749- 9 R3 C CAC APC(d3363)E1729:01-109-47_Fg0_185 51: L(FLG walveLU f FL17499Wln ow5 - 185 SH (F1p)_(L3)zpdf EL17499 R3 C CAC Mt Windows - 185 SH (Ir _114).odj F. 17499 R3 C G4C— I Wind.Qws - 185 $H (Flange) l l),pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL174 9 If Q8_0255QB.pdf Verified By: Luis R Lomas PE-62514 Created by independent Third Party: Yes Evaluation Reports FL17499 R3 AC513 2 B-5_.pdf Created by Independent Third Party: Yes 3601 Fin, Finless, Flange Frame IG Single Hung ^ Certification Agency Certificate FL17499 R3 C (;6g APC_H0 0 QU09-47-R0_85 SH 04- 2522).pdf Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX... 17499.5 '— 1185 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. 17499.6 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 17499.7 1 185 Triple SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other. R-PG50' 117499.8 185 Twln SH I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FL17492 R3 It 08-03163,pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports fLI 3 AE 514082.ggf Created by independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG impact Single Hung Certification Agency Certificate FL17499 R3 C CAC MI Windows - 185 S"_(E!nl nQW Z).Qdf FL17499 R3 C CAC MI Windows - 18$ SH (Fjn) linpa( FL17499 R3 C CAC M[ &gdQwsS.H1FIa29S)_Imoact j,pdf EL1Z4Q9 R3 C CAC MI Windows - 165 SH (Flag, ITppct Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-025448-1 Rdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EL17492 113 AE 5133298-I pdf Created by Independent Third Party: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Agency Certificate E_ ll, 79_Q9-g3 C CAC APC(13102)E1725,Q1_]Qj-A7-Rq_j@5 5M(Els'x_1CPawerl5_SIG 1-8A 52 .1-8X84 R60(1091fl).pdf FL77499 g3 C CAC W-Windows - I H •n)_(14).p& FL1Z42 lii Mi EU.Z499 R3 C CAC MI_WLgdQWs - 185 SH (F1AWWU2),Vdf Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions EL1L422 U- 1 08.0Z5468-2,Qg Verified By: LUIS R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EL17 R3 AE Sl Z 2,p f Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 13002 Flange Frame 1G/SG Single Hung Certification Agency Certificate --_-. FL17499 R3 C_CAC_M1I Windows 185 SH tsil 1p,(Ein) J,pdf F.i.bZ99 RdSS9f M 1 CilldQws - 185 SfLLi•Ip1Q,( In 41.odf F63749.9-83-L-CK-ML-Windows - 185 SH Triale Flan a) 3).Rdf ELIZ492R3 C—CAC-MI WIndQWs-r-1@5-StLTtiP LLElange) fALQdf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions ELLZ4.--U-1L0-8&Z59$@.W Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FULL 2_B3 E 513324E8=6 OX Created by Independent Third Party: Yes 10602 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung -- Certification Agency Certificate FL174Q9 R3 C GAC -- Windows - ]SS SH'rWln (Fin) OLD& EIJ7499 R3 C CAC MI Windows - 165 SH Ibvin_(F r 9).P_df f 17499 R}S CgC_p71 Windows 185 SH Twin (Flapgg) pdf 3 of 4/13/2018, 7:05 AM Florida Building Code Online litips://www. (loridabui lding.org/pr/pr_app_dtl.aspx?param=vGEVX... FL1,703—R3CMG Ml Win o_wsg SHTwiQ(flanggI U_pdr Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions f-W_7A9% a2 tI 08.02547E-7.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17492g3 AE a%31 B-7.o_( Created by Independent Third Party: Yes hack Ne:t Contact Us :: 25p6_ 1prK goad. Talahafsse Ft 3z399 Phew: W-448L-A821 The State or Florida Is an AA/EW employer. Cocvdoht 2007.2013 Scat- 4L.Ebr1dL :: $hail_ Sutemem :: y Statement :: Refund Statement Under Fbrba law, emal addresses are puolic records. IT you 60 not want your e-mal address released In response to a Pudic -records request, do not send electronic mad to this entity. instead, contact the ofte by phone or by traditional mall. ff you have any questions, please contact 8S0.487 1395. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4S5, F.S. must provide the Deportment with an emal address IT they have one. The emalls provided may be used (or official communication with the licensee. However emal addresses are public record. ITyou do not with to supply a personal address, please Provide the Department with an emal address which can be made available to the public. To determine ir you are a licensee under Chapter 455, F.S., please click beat Product Approval Accepte: Credit Card Safe 4 of 4/13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITh REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2• WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2. OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR 01HER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED W00D'BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1% 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 E%TEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REOUIRED 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 CALCULA11ONS. 11. FRAME MATERIAL- EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E-130D-04/09. SEF SHEET 11 FOR GLASS DETAILS. i3. 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 #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A t 114" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. Rrvisms NLV I DLSZM ON I DAIS I A-0<1) A REVISED ANCHOR SPACING A CHARTS 07/11/18 1 R.L. B REVISED CLASS 10/02/17 1 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2% BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH i0 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 3/10" TAPCONS WITH SUFFICIENT LENGTh TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE W17A 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL SE INSTALLED IN .ACCORDANCE W111+. 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/FILL ED BLOCK PER ASTM C90 1VITH Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063-TS FU-30KSI 048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION i I NOTES 2 3 ELEVATIONS 4 - ID INSTALLATION DETAILS 11 COMPONENTS SIGNED. 1211412017 MI WINDOWS DDOOLLC I1I RLGMARKET STREET SI 9% RATZ. PA1700-0370 v •GENs y 0 5 * = SERIES 185ALUMINUMSINGLEHUNGWINDOW52" % 72" NON -IMPACT NOTES D TAT OF t&Z DR419t DAL 40. RN 08 9 B IONA ILO?\\`` Luis R. Lomas P.E. FL No.: 62514 scut NTS DAh 12/29/t a S'aO t Of 1 1 L ROBERTO LOMtS A 143211DOOFORO RD LEVASVDIE ABC 27029 I F HE 2' MAX Z T&A- I 16' O.C. 2' I — Ax AME IGHT 52" MAX FRAME WIDiP Fr16' MAX D.C. hI OMAX / 4 X 52' MAX FRAME WIDTH — 2' MAX 2" MAX 16' MAX O.C. —{ 2" MAX r I I 2 16' I 0MAX / O.0 72" T — MAX FRAME HEIGHT / fJ 4 X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE A FINLESS INSTALLATION FLANGE A FINLESS INSTALLATION SEE CHART /1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART NI FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RA77NG I IMPACT R471NG t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" x 36". 2. MAXIMUM SASH D.L.O.. 47 5/8" X 32 1/2'. 3. MAXIMUM FIXED O.L.O.: 49 3/8' X 32 1/2'. HARDWARE SCHEDULE K AT FROM EACH ENO INTERIOR EIALANCE AT JAMBS aLrrswrs RLV DESGIPT10:1 G1E MPROVT A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. 8 REVISED GLASS 10/02/17 R.I. CHAAT#1 Number of anchor locations required Frame Frame Width 0n Height 1&00 24.OD 3moo 311.00 4.00 1 4&00 52.00 in) H7 jamb Heed Jamb Head Jamb Head Jamb Head I Jamb Heed I Jamb Head Jamb 2&00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3R00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 90.0D 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 e 4 4&00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 A0.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 88.OD 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 1 2 1 5 3 1 6 1 3 1 6 3 1 6 4 1 8 1 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 & FINLESS ELEVATIONS Dew*.. R>ti No. N.G. 08-02549 scar NTS °"r 12/29/14 s"M2 OF 11 L. ACIMTD L0U4S RE 14V KWDFORD RD LET:LSVaLE NC 27023 490-0al-0W9 r arna SIGNED. 12114,2017 XyJ S G E N`4F91ni 2 * • 0,,6/251 1t TAT E OF Luis R. Lomas P.E. FL No.: 62514 52' MAX rRAME WIDTH 2" MAX 10' MAX O.C. 10" MAX O.C. T— O 72" A MAX FRAME 2" MAX 2' MAX 2^ 10' I MAX O.C. 72" I MAX FRAME 52' MAX FRAME WIDTH 10' MAX O.C. HEIGHT 11 Q HEIGHT X X REVISO 5 RN DEsnnPnow M1: PPRMCD F REVISED ANCHOR SPACING dI CHARTS 07/I 1/16 R.L 2' MAX B I RCVLSED GLASS 10/02/17 R.L. CHART #12 Number of anchor locations required Frame Frame Width 11n Heigh on) 18.00 HAS Jamb 24.00 HAS Jamb 30.00 HAS Jamb J6.00 HAS Jamb 42.00 HAS lamb 48.00 HAS Jamb 52.00 HAS Jamb 24.0o 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 3&W 3 5 3 5 4 5 5 5 5 5 6 5 6 5 410D 3 5 3 5 4 5 5 11 5 5 5 6 5 8 5 4A00 3 5 3 6 4 6 5 6 5 6 6 6 6 6 Sciv 3 6 3 6 4 6 5 6 5 6 8 8 8 6 6Q00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 00.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 72.W 3 8 3 8 4 6 5 8 5 B 6 8 6 B 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INS TALU1nCM FIN INSTALLATION SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART s2 FOR SMALLER U VITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE INOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.D.: 47 5/8" X 32 1/2'. 3. MAX MUM rIXED D L.O.: 49 3/B' X 32 1 /2". METAL SWEEP LOCK AT BLOCK AND TACKLE BAL SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 01 111111I/// 650 MARKET TSPA S GENS/9diiGRAwZ,17030 50370T 0 5uSERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 7 NON -IMPACT x= o i!„ X017M'" FIN ELEVATIONSE p • TAT Of b O S'c[OR10Q; DRUM oae ra. RLV 08 8 A //5101111111\\` V-' DATr srtnNTS12/29/14 39 OF 11 Luis R. Lomos P.E. FL No.: nos L RDeERIDLOUA.SPF W WODDFORD RD LEWISWE. NC 27W3 434i9 1116-W dXnN@&kmw;v&xoM REV1510NS 1/2" MIN Rcv USCRlvruN DATE OpRorm EDGE DISTANCE REVISED ANCHOR SPACING dt CHARTS D'//I:/IB RL WOOD FRAMING OR 2X BUCK D REVISED GLASS 10%07f t7 R.L. BY OTHERS 1 1/4" MIN. WENT BACKER ROD I/A. MAXAPPROVED SHIM SPACESEALANTI MIN. t MIN. II III ` 010 WOOD SCREW EMBBEE L_ 1/2" INTERIOR MIN EDGE DISTANCE Jt0 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK 9Y OTHERS VERTICAL CROSS SECTION SILL TO 6E SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE I4000 FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERN; FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 4• MAX. SHIM SPACE INTERIOR BACKER ROD At APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUG( INSTALLATION SIGNED: 1211412017 MI WINDOWS LLC 650 WET MADET STR ET J\gt1 I1C10 9% GRATZ. PA17030-0370 cEN&' tp tt,•,/1 0, 85 * - SERIES 185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILSSTATE OF ORA'MN: omG RENI0R10 08-02549 Of IIAI1 tt`` Luis R. Lomas P.E. FL No.: 6251A 1-141 NTS o"t 12/29/1 a 1 S"Er' 4 OF I 1 L ROSERTOLOMASP. E. WO IM ODFORDRD LEIISVIUS. NC 27M 43&6a0aws mm m'I STRUCTU W OTHE APPROVED SEALANT 1 /2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR 011 j EXTERIOR jj REVISIONS DES:IEPIIDY OTC APPRWED REVISED ANCHOR SPACING & CHEATS 07/11/16 IL REVISED GLASS 10/02/17 R.I. 1/t' WJC. S111M SPACE 110 SMS OR INTERIORSELFDRILLING SCREWS 1 2 MIN EDGE DISTANCE T EXTERIOR METAL STRUCTURE SACKER RODBYOTHERSAPPROVED S=.ALA47 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4- MAX. r SHIM SPACE METAL 7 SIGNED: 1211412017 STRUCTURE BY OTHERS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET V111II1I/r,,, J g R• [D'Jly ii GRATZ, PA 17030-0370 GENS ,p VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT 5412FLANGEINSTALLATIONDETAILSSATEOFREVro0R10 1.INTTERIORANDEXTERIIORFINISHES. BY0THERS. N.G. 08-02549 B is NOT SHOWN FOR CLARITY c 2.PERIMETER AND JOINT SEALANT BY OTHERS TOBE SCALE NTS -- 12/29/14 s1aE; 5 OF 11 DESIGNED IN ACCORDANCE WITH ASTM E21 12 L. ROBERiOLOU" P.E Luis R. Lomas P.E. lag? WOODFORD RDLE117SVIlLE, NC 27D21 FL No.: 62514 CONCRETE/MASONRY BY OTHERS CPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD do APPROVED SEALANT 2 1/2" MIN. EDGE DISTANCE o I 1 1/ate MIN. EMBEDMENT T 1/4„ MAX. J SHIM SPACE 3/16" TAPCON 1 1/4, MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS F- 0 3/ 1o" TAPCON a 2 1/2' MIN. EDGE o DISTANCE so„s CfStlOPhw, WE I Al"INIM REVISED ANCHCR SPACING do CHARTS 107/11/16 1 RL. REVISED CLASS .10/02/17 1 R.L. 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR do APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL CONCRETEiMASONRY INSTALLATION Ia1 B SILL BE SET IN A BED OF NOTES., 1. INTERIOR AND EKTERIOR FINISHES, BY OTHERS, BACKER ROD APPROVED NOrT SHOWN FOR CLARITY APPROVED STRUCTURAL Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT SEALANT DESIGNED IN ACCORDANCE H9THAS7M E2t t2 SIGNED: 12/14/2017 OPTIONAL 1X BUCK 1/4• MAX. MI WINDOWS AND DOORS LLC 11III1rlIr SEE NOTESHEET 1 SHIM SPACE 6WEST T TGRATZ,PA 17 30-0370 rGEN p 9,i i CONCRETE/ MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW X 72" NON—IMPACTFLANGE O5BYOTHERS52" INSTALLATION DETAILS DOF W NMI* owc o IILv PF•;°1000 • 08-02549 B I jss' ONAIrrr11111110swE NTS -1 12/29/14 —6 OF 11 VERTICAL CROSSSEC77ON LROBERTOLOAIASPE Luis R. Lomas P.E. CONCRETEMASONAYINSTALLATION 141?NOCiOFGRDRDLEY.VWL' NC2AW FL No.: 62514 Nri5 111-AM dbMaSVbft MWvCQ0 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD dt APPROVED SEALANT BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY 07HERS i/2" MIN EDGE DISTANCE B10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE FI VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALA770M NOTES. 1 b%-1 ERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CURT Z. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN EMBEDMENT 1 1/2- MIN EDGE DISTANCE -ANC I p10 WOOD J SCREW REVISIONS DESCJWWN I DATE I "PP9IWED REVISED ANCHOR SPACING h CHARTS 107/11/16 I R.L. REVISED CLASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR VIOOD .FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER Roo APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 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 DtLww DM: ND. N.G. 08-02549 AVt NTS I D"E 12/29/14 sma-' 7 OF 11 L ROBERTO LOIMS RE 14V WOODFORD RO LEMSNLL. NC 27023 134-m-o OS r cm SIGNED: 1211412017 5 It IILlo Ji ST/ A 7IrEOF tt Luis R. Lornos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT R 1/2' MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE 15 OR SELF DRILLING SCREW IIIM111 SILL TO BE SET I VfF IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT k APPROVED SEALANT J ,1/4' MAX. IT- SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. WTERLOR AND EXTERIOR FLNLSHES BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM Ell 12 RCY90M5 OESCRPTIOI+ M7E-rRVVCD RCWSED ANCOR SPACING a ChARTS 07/11/18 R.L REVISED CLASS 10/02/17 R.L. 1/4' MAX. SHIM SPACE 10 SMS OR INTERIOR SELF DRILLING ISCREWS T- 1/2' MIN. EDGENIN DISTANCE I EXTERIOR METAL BACKE4 RCO STRUCTURE h APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTTRE WSTALLA7701V SIGNED: 1211412017 MI DOORE LLC65oWINDOWSMARKEAND1STR lk LloWESTi// 9iP GRATZ, PA 17030-0370 v •'GENS' 0 51 *= SERIES 185ALUMINUMSINGLEHUNGWINDOW*•,/1 1 52" X 72" NON -IMPACT o((y; (,` FINLESS INSTALLATION DETAILS 7-A _ $TATOF 0aG\ orrc NO. NrtnR1c 08-02549 S+tOR1 I1111111111\ scut are5KLsNis12/29/14 g OF 11 I LYIS R. Lomas P.E. FL No.: 6251A L ilagERTO LOMAS P.E. Ir.7Y WOMFORO RD LEIY6VILLL AC 2A17J 43d.wawg tAxaseOLm aw" 2 1/2' WIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS " ° A OPTIONAL I BUCK ` EMBEDMENN SEE NOTES 3 — 7 SHEET 1 1/4" MAX. BACKER ROD SHIM SPACE 5c APPROVED SEALANT INTERIOR EXTERIOR 3/16- 74PCON SILL TO BE SET o A BED OFI BACKER ROD APPROVED do APPROVED STRUCTURALS SEALANT SEALANT OPTIONAL 1X BUCK 1/4- WAX. SEE NOTE 3 — 7 SHIM SPACE SHEET 1 1 CONCRME/MASONRY BY OTHERS 4 , VERTICAL CROSS SECTION CONCRETEANASONRYINSTALLATav 1 1/4* MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. • ' EDGE DISTANCE Df5CR1PTUN DATE I APPRD/ED REVISED ANCHOR SPACING A CMA.4TS 07/11/16 I R.L. REVISED CLASS 110/02/17 R.L. OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX SHIM SPACE INTERIOR EXTERIOR 1 ` BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&MASCNRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 85 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAAM: DAC KD. N.G. 08-02549 mxl NTS o"T` 12/29/ 1 d 1 sHl=• 9 OF 1 1 L. ROBERTO LaAo&S PE. 14M WOiODFORD RD LEW)UTMLE- AC 27M 494,6394M fflw trpmnp=m SIGNED: 1211412017 LI GENS gip i/S/ 0' 11E?\` Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN J 7/16' MIN EDGE DISTANCE k NTERIIR EXTERIO 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN i 1/4" MIN. EMBEDMENT LA QL mu- VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4' MAX. 1 SHIM SPACE WOOD FRAMING BY OTHERS 11/4" MIN. EMBEDMENT T— U_ APPROVED SEALANT BEHIND FIN 7/16' MIN EDGE DISTANCE AIN DCsiEPt" MTE APPROWED A REVISED A11CIi0R SPACING h CHARTS 07/11/16 R.L. B REVISED GLASS 10/02/17 It L. 1/4' MAX I 1— ShIM SPACE f8 WOOD SCREW INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING, OR 2X BUCK INSTALLATION NOTES. 1 /4 MAX I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANT BYOTHERS TOBE DESIGNED INACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ. PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72'• NON —IMPACT FIN INSTALLATION DETAILS oww. OwG NO. N.G. 08- 02549 SW NTS JWTE 12/29/14 94L110 Of I L A086RT0 LCUAIS P.E I432 NOCOFOORD RO LEYJSVR.LE NC 27MM 474460-0609 AWT4000bNAM0. mm SIGNED: 1211412017 o ATE50F sSONA 11i G\. Luis R. Lomas P. E. FL No.: 62514 3 3/16' 13/t6' FLANGE FRAME HEAD CM-1850t ALUMINUM 6083-T5.050' THICK 2 5/16' --j 3 3/8' L.r---9 FLANGE FRAME SILL CM-1850T ALUMINUM 6063-75.055' THICK 15/8. r IT LOCK RAIL/STILE CM-18505 ALUMINUM 6063-T5.Wr THICK 1 G N1AZ! G BEAD CM-18535 RIGID PVC .050' THICK 2 3 16 7EU FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055" THICK I 1 7/16' 2 5,/ 16" L SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050' THICK i 11 3/8 15/16' SASH STILE CM-18507 ALUMINUM 60045.050 ;THICK 2 3/16' —{ 1 5/t6' 1 FINLESS FRAME HEAD CM-I&W ALUMINUM6063-T5.06W THICK 2 3/16' i FINLESS FRAME JAMB CM-18513 ALUMINUM 6083-T5.050' THICK 2 5/16' —I 2 3/16' 3 3/4' 2 5ie /16" Ll F1N FRAME SELL FIN FRAME HEAD CM-I8509 CM-18508 ALUMINUM6O63-T5.055'THICK ALUMINUM6063-T5.050'THICK 2 3/8" F123/16" 2Iy I L1 MEETING RAIL FIN FRAME JAMB CM-18504 CM-18510 ALUMWUM6083-T5.O55'THICK ALUMINUM8063-TS.O5O'THICK ItEvrAONs REY DESCMPTON DUE APPROVED A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. D 1 R11SCD GLASS 1 10/02/17 R.L. 5/3" 1/8' ANN. 1/8' ANN. 1 /8' ANN. 090 PVB BY KURARAY METAL REINFORCED BUTT SPACER EXTERlC+R i- INTERIOR 1/2" BITE SILICONE SEALANT SEi11uC BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT COMPONENTS duwN owe NO. N.G. 08-02549 SrA'l NTS I DA1E 12/29/14 1 S"EET 11 Of 11 L ROSER1DLOWS P.E 14M riCODFaV ND LEMVLLE, AC 27D23 434{A!!-06Dy cm SIGNED. 1211412017 Luis R. Lomos P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX'.'. ru:AMA WPAWNEw ac y Business 1& Professional Regulation 7 paPIFHO"L A661J7 C7GA UFI VYI gld191a YG G91 I11 tT Dfll'II FI Mai r ®Product Approval IUSER: PtMk user i'or cenr PMdKtAQW1ZA1 1M > Prodret ur Agpl can snq Qh > 8PP-1I > Applotiwr 061 FL # FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)36S-3300 Ext2S60 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certlficatlon Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/1.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A I of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www. Floridabu ild ing.org/pr/pr_app_dtl.aspx?palam=wGEVX... I Date Submitted Date Validated Date Pending FBC Approval Date Approved FL - Model, Number or Name 15349.1 185 PW _ Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 15349.2 .-_— --^-'—_-I 185 PW Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +SS/ -SS Other: R-PG55 03/26/2018 03/26/2018 03/27/2018 rf--_.__ . w—__ 15349.3 1185 PW Impact - Limits of Use — - - Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" tempered exterior - spacer - 5/32" annealed / 0.100 Soluta Saflex HP / 5/32" annealed. Glass was bedded In Pecora 896 silicone with 5/8" glass bite. 15349.4 - _ 1185 PW Impact I Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i Impact Resistant: Yes Design Pressure: +55/-55 j Other: FW-R55, Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 3/32" annealed 1I / 0.090 Solutla PVB / 3/32" annealed. Glass was bedded inIPecora896siliconewith5/8" glass bite. 15349.5 185 PW Impact Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +SS/ -SS Other: FW-LCSS, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutla Sanex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. Description- 73 x 72 Insulated Glass) Certification Agency Certificate FL15349 R10 C CAC APC 12786,12787.pdf Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions FL1S349 R10 11 08-02357B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 5131248.odf Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Glass Certification Agency Certificate FL15349 R10 C CAC APC 15350.pAf Quality Assurance Contract Expiration Date 01/24/2021 Installation Instructions FL15349 R10 II 08-02949.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 RIO AE 513763.odf Created by Independent Third Party: Yes 72 x 72 Insulated Laminated Glass Certification Agency Certificate ^ FL15349 R1.0 C CAC APC jS454,Qj Quality Assurance Contract Expiration Date 06/25/2021 Installation Instructions FL1S349 R10 Il 08-02948.Qdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332R1 AE 513782.odf Created by Independent Third Party: Yes 159 x 54 Triple CHS Insulated Laminated Glass Certification Agency Certificate FL15349 RIO C CAC APC 8272.odf FL15349 R10 CAC APC Q313.pdf Quality Assurance Contract Expiration Date O1/2412021 Installation Instructions FL15349 RIO It 08-016148.Qdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10 AE 512278B.pdf Created by Independent Third Party: Yes 96 x 60 Insulated Laminated Glass Certification Agency Certificate FL15340 R10 C CAC APC 7962.odf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349 R10 11 OQ_Q 3B QQf Verified By: Luis Roberto Lomas 62514 Created by independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?pararn=wGEVX... Created by Independent 'Thli: d tPatty: Yes _ !( QNast Contact us :: 2filUhlelr Stone Road. TaMna<eee FL 3g,S Plane: 95p•487-1824 The State or Fbdda isan AA/EEO employer. Copyright AQ07-2013 State of Fbrlda.9ccessbW Statement :: Refund Statement Under Fbrbla law, emaa addresses are public records. It you do not want your a-mal 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 traditbnal maA If you have any questbns, please contact 850.487.1395. -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, r.S. must provide the Department with an emal address 7 they have one. The emaps provided may be used for oftlal communication with the licensee. However emal addresses are public record. U you do not wish to supply a personal address, please provide the Department wan an email address which can be made avalable to the public. To determine If you are a oconsee under Chapter 455, F.S, Please tick MM. Product Approval Accepts: mm ON 1 hx1 Credit Card Safe 3 of 3 4/ 13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2. OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL, EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. oC5C14 IDN WE I APPW.W REVISED INSTALLATION DETAILS 06/01/15 R.L REv1SED NAME AND ADDRESS 10/27/16 R.L 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSVFU-52KSI OR ALUMINUM 6063-T5 FU=3OKSI .048• THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEL48LY SHOWN IN SHEET 2. SIGNED: 1111512016 MI WINDOWS LLC lktTLo'',. oWw. wARANDKEDr00R5, GRATZ, PA 17030 GEN&lp dl SERIES 185 ALUMINUM FIXED WINDOW z *•,1o•,625 4 73' X 72" NON -IMPACT uy 6a rtoo NOTES p • TAT Df TABLE OF CONTENTS F•'rCOR10P• iisS ONA'1E G Luis R. Lomas P.E. FL No.: 62514 J owe ND. 08-0022-3S7 Rev BHEETNO. DESCRIPTION 1 NOTES arzNTS 09/03/14 1 OF 12 2 - 3 ELEVATIONS. CHARTS AND GLAZING DETAILS L ROBERTOLOWS P.E 1g PWOColmROLEINSVI &MCzmz1 636. O .am 4 - 12 INSTALLATION DETAILS 72 1/2' MAX FRAME WIDTH REVC DNS etv D1sr4uv11DN DATE ArwrrosD 6' MAX r-r 18' MAX O.C. 6' MAX NOTES: A REV6ED WSTALLATON DETAILS 06/01/15 R.L. 1. MAXIAIUMD.LO.: 69314'X683/4• B Rr4iSM I AYE AND ADDRESS 1D/27/16 RL L CHART at 18" Number of anchors required Without dg/d wars) MAX O.C. Pram• R4m•wldM(In) Na10M 00 MOD 4200 4100 s4.00 e0.00 law 7250 1)n) Ni3 ma N6S mD H63L005Jamb H&S mb HST ma, HAS m0 Ha3 Jamb Has mb Nib Jamb 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 3 2 SAW 2 2 2 2 3 2 3 2 3 2 4 2 2 4 2 5 2 71 1/2" I&W 2 3 2 3 3 3 3 3 3 4 3 3 S 3 3 3 MAX 4100 2 3 2 3 3 3 3 3 3 3 4 3 S 3 S 3 a 3 FRAME N.OD 2 3 2 3 3 3 3 3 3 3 3 S 3 e 3 6 S HEIGHT j s4 oD 2 4 2 4 3 4 3 4 3 S 6 4 7 4 2 4 2 4 3 3 S 3 S S 3 e S 1 S eioo x 4 z 4 s 3 s e 4 e s s e e 1 e 71.So 2 S 2 S 3 S 3 6 3 e 4 T S 7 e 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & $2 EXTERIOR VIEW CHAAT FOR NUMBER OF ANCHORS REQUIRED Number of anchors required (with dgld BNerV 72 1/2' MAX FRAME WIDTH snm• Fren•widtD (In) 6' MAX 18" MAX O.C. rwleln U00 JAW nAO 4t00 411.00 SA00 Saco Sem 72.0 6 MAX IN) HAS -MD NOS m0 NIB mD Hi5 Jamb HiS mD NiS arD Nt5 m0 HAS m0 Ni9 m0 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 MOD 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 S 2 3i00 2 3 2 3 S 3 3 3 3 4 3 4 3 3 3 3 6, 4100 2 3 2 3 3 3 3 3 3 1 S 3 ALW 2 3 21 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3rl" L 90 2 4 2 4 3 3 4 3 4 4 4 4 4 4 4 S 4 e400 2 4 2 1 3 3 4 3 4 4 4 4 4 4 S 4 L 71 1 /2' t 8 e1.00 2 1 x 1 3 4 9 3 4 4 1 1 4 S 1 MAX 71.e0 2 S 2 S 3 S 3 S 3 S 4 S 4 S 1 S S S MAX O.C. FRAMEFRAME SEE SHEETS 4-7 FOR 06TAU ATION DETAILS HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW is & 02 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING+ lAIPACT AATING t60.OPSF NONE ICI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 18S ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FLANGE & FINLESS ELEVATION 3 CHARTS DRUM 01100 MD. REV J.L. I 08-02357 B w4E NTS 1— 09/03/14 1-2 OF 12 L ROBERTO LOD45 AF 14M MWFORD RD LEWSVKa NC 27023 434-0e4M cm SIGNED. 1111512016 J`5111it1I1`o4f DOTATE OF ;444 ONAp"'G`\. Luis R. Lomas P.E. FL No.: 62514 71 FI HI 6' MAX 72 1/2- MAX FRAME WIDTH 18' MAX O.C. I I b- MAX I 18 j MAX O.C. 1/2' V.X AME IGHT j 6' MAX REFER TO CHART /3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER Of EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX 18' MAX O.C. 6" MAX I j 18' 71 1/2' MAX FRAME jHEIGHT I l oo IEFER TO CHART #3 ---- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESMN PRESSURE RATWti IMPACT RATING t60.OPSF NONE NOTES: 1. AlAXIMUM D.L.0.: 69 34' X 68 34' Rfl79ONS OLV OFSLAIPK" DOE ONO" A REVISED INSTALLATION DETAILS 06/01/15 R.L 8 REVISED NAME AND ADDRESS 10/27/16 R.L CHART 03 Number of anchors requirod Mn Insf6llafion FYmn/ Frun4 rkflh 4m) bight 24A0 30.00 am 42.00 1 MOD 1 "IN Saw 66.00 1 72.50 11n) HAS m0 HAS mb H&S ma His m0 HAS m6 HAS a1a HAS m6 N6S m6 HAS mb 24" 3 3 3 3 3 3 4 3 1 3 4 3 S 3 S 3 6 SAM a 3 3 3 3 3 4 3 4 4 3 S 3 5 3 6 3 MOD 3 3 3 3 3 3 S S 3 6 3 M00 3 4 3 1 3 4 4 4 4 4 S 415 4 0 4 4e.00 3 1 3 4 3 4 4 4 4 4 4 4 5 1 5 4 e 3 4 3 4 S 4 4 4 4 4 S 4 5 4 6 O&W s 3 S 3 S 4 S 4 5 4 s 5 5 5 5 eKW3d64.00 S 3 S 3 5 4 5 4 5 4 5 S S S S 6 Tf.60 3 6 3 4 6 4 8 1 6 S 6 5 e SEE SHEETS FOR MTAUAITON 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 OR"' OnC N0. J.L. 08-02357 sc c NTS "n 09/03/14 sraT 3 OF72 L RM0370 LOM.I.S RE 14W KV0DF0RD RD LENISNLLE. HC 2T023 434- 008-0009 /Lbmbd*tnw *.cDM SIGNED: 1111512016 1R L II/OM, 7 i O ATOF 1t,- 4 Fiic 0R10? GJ\ spNA' I a. 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" MAX. j BACKER ROD SHIM SPACE BACKER ROD APPROVED & APPROVED SEALANT SEALANT 410 WOOD SCREW EXTERIOR EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4' MAX SEALANT rI SHIM SPACE J_ + WOOD FRAMING IT MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' IAAX. EMBEDMENT SHIM SPACEF T- 1/2' MIN. EDGE DISTANCE I1 INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK aY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BL/CX INSTALLATION BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1 /" MAX. SHIM SPACE T 11 10 SMS OR SELF DRILLING SCREW INTERIOR 1i0 SMS OR SELF DRILLING SCREW RIGID FI*" 1/4- MAX. i SHIM SPACE d IFtl }/<" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX FSHIM SPACE 3 TAN. EDGEE DDISTANCE I INTERIOR 10 SMS OR SELF DRILLING SCREWS J// METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 4Lr O[SGRIP110N DArE I AP-D A REVISED INSIALIATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWSDOORS, LLC IR I I`/ OADXETST. S GRATZ, PA 17030 w••v GENSF9iP IrCD5 yt3 a= SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS 0 TAT E OF n' ty PF • °( 000 • ' mtvwINGno4N08 B j NA IIENG\ Luis R. Lomos P.E. FL No.: 625t4 sn47 satc TUTSDATEcn09/03/14 OF 12 L. ROWRTO LOMAS PE A= WOODFORD RD LEWISNLLE AY, 2MIS t9r-dt11- O&V corm CONCRETE/MASONRY BY OTHERS CPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD S APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL 1X BUCK -- SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTrIERS 2 1/2' MIN. EDGE DISIANCE i 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT EMBEDMENT 1 1/4' MAX. S41M SPACE 3/16" TAPCON INTERIOR 3/16' IAPCON 1/4' MAX. F SHIM SPACE I i b . 1 1 /A' MIN a EMBEDMENT 2 1/2" MIN. EDGE DISIANCc VERTICAL CROSS SECTION CONCRETEANASONRY INSTALLATION r• CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 REV61ONi RCV DESCR ICAt DATE I APPROVED A I REVISED INSIALLAT10N DETAILS 06/01/15 1 R.L. B RVWSED NAME AND ADDRESS 10/27/16 R.L 0 1/4• MAX. S:IRA SPACE 3/16" TAPCON I J ° INTERIOR NOTES: 1. WTFR/DR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E27 * 1 2 1/2' I MIN. EDGE EXTERIORXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET EI&SONRY INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 1B5 ALUMINUM. FIXED WINDOW 73" X 72' NON -IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS OR.nm OrK N:. R J.L 09-02357 s'-E NTS DAn 09/03/14 1 smw 5 OF 12 L. ROBERTO LCM4S P.E 74.V WDODFM RDLFINSVILLE NC P7W 434-w-0 y nl bb roep ivm SIGNED: 1111512016 01, 11 111 Illo/// i/i r • CENS"9iP TAT SE OFOiOF' LOR%D" • i` 1/ 0 6 E11111 aG\ Luis R. Lomos P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN, METAL STRUCTURE EMBEDMENT 6Y OTHERS 1/4" MAX. BACKER ROD SHIM SPACE BACKER ROD APPROVED SEALANT RIGID FILLER APPROVED SEALANT 0 WOOD SCREW EXTERIOR INTERIOR EXTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4- M!N. OR 2X BUCK EMBEDMENTBYOTHERS 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT r Smim SPACE I- F7kRIGID FILLER 1/2' MIN. EDGE DISTANCE I INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODByOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2K BUCK INSTALLATION BACKER ROD APPROVED SEALANT L ,y 3/4" MIN Ir I EDGE DISTANCE 1/4" MAX. SHIM SPACE RIGID FILLER J10 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4- MAX. F SHIM SPACE STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. JIF SHIM SPACE T_ I RIGID FILLER 3/4" MAEDGEDISTANCE I INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATION P.EV "SCIDPTION DATE MPROVED A REVGED INSTALLATION DETAILS On/Ol/ts R.L B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE MTN ASTM EP 12 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS op'"w; are NO. nN J.L. 08-02357 B SCALE NTS -- 09/03/14 znCET 6 OF 12 L ROBERTO L01LAS RE 14W WDODFORO RD LEIMSVILIA NC V= 44-6894 09 lftmA9f&bwdwPf mm SIGNED: 11115/2016 VG E Al O TOR... i s/DNA 1,a`\ Luis R. Lomas P.E. FL No.: 62514 i NUNS REV Q.TE I .°iP.0vo 2 1/2• MIN A REVISED iNS1ALLA710n DETAILS 06/01/15 R.L. EDGE DISTANCE 9 REVIS"cD NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS I e 1 1 1/4" MIN. 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTISEENOTES3 - 7 SHEET t I1 COWCRETEB/1rMo 0 BACKER ROD t 4 MAX. ER 4" MAX APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX SUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERSHEET1 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR BACKER ROD 3/16• TAPCONI / APPROVED RIGID FILLER I MAX. 2 OPTIONAL IX BUCK r r SHHIMIM SPACE IN. SEE NOTE 3 - 7 I EDGEDG a SHEET t L DIsTANCE I EXTERIOR CONCRETE/MASCNRY BACKER ROD BY OTHERS n 1 1/4" MIN. APPROVEDOcD SEALANTn' EMBEDMENT JAMB INSTALLATION DETAIL e CONCRETEA64WNRY INSTALLA TION 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRE MM4SONRYWSTALLAT ION SIGNED: 1111512016 MI WIND DOORS, LLCoww. MARX c, ftifLo GRATZ, PA 17D30 GENSF + NOTES: 1. INTERIOR AND EXTERIOR FUJISHES,BYOTHERS. SERIES 185 ALUMINU161 FIXED WINDOW IK0 NOT SHOWN FOR CLARITY. 73" X 72" NON -IMPACT 2PERWEiERAND JOMSEAL9NFBYOTHERS TOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLcRS jD TAT Of tv DESIGNED W ACCORDANCE WITH ASTM E2112 F•'c( ORIOf;• DAWN: ocNO. sEv i s', j J.L. 08-02357 B EaG; scut DALE SKET///111NA NTS 09/03/14 7 OF 12 jtt\ L ROBERTOLWLtiP. E. Luis R. Lomas P.E. 14M WOODFORD RD LEVASWLLE. NC 27D21 FL No.: 62514 ILV-600-060t /Am+al6*Mma.mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE T 1 1/4" MIN EMBEDMENT I 1 1 1/4" MAX. SHIM SPACE IVID WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/ 4" MAX. SHIM SPACE 10 SMS OR F DRILLING REVI REV190NS r v DMRODON as APP-MVID A REVISED INSTALLATION DETAMS 06/01/15 R.L. 2 REVISED NAME AND ADDRESS 10/27/16 IRA. EXTERIOR EXTERIOR INTERIOR INTERIOR alo slas cR 10 WOOD SCRESCREWSELF DRILLING SCREY/ BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4' MAX. SEALANT APPROVEDBEHINDBEHINDFLANGErSHIMSPACEFLANGE1/4' MAX. I SHIM SPACE NOTES; WOOD FRAMING 1 1/4' MIN mlkMETAL 1 1. WTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSNOWNFORCLARI7Y. OR 2X BUCK STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE 3/4' MIN DESIGNED 1N ACCORDANCE WITH ASTM E2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 1/ 4' pUN. 4' MAX. SHIM SPACE EIABEOMENT SHIM SPACE F T_ 1/2- MIN. 3/4" MIN. INTERIOR EDGE DISTANCE EDGE DISIANCE SIGNED., 11IM2016 INTERIOR MI WINDOWS AND DOORS, LLC IIIIIII11I1 1 650W. MARKET ST. J\5 .I E 0I19 10 WOOD 10 SMS OR GRATZ, PA 17030 v, S to F SCREWSELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0! 5 SCREWS 73" X 72" NON -IMPACT 45 WOOD FRAMINGOR2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT Of 4, BY OTHERS BACKER RCD R STRUCTURE BY ? TREKS BACKER R00 & SEALANT mum: Drc w. J. 08- 022357 8 j_' ONA APPROVED SEELANTAPPROVED11E BEHIND FLAEBEHINDNTSL. OA>< 09/03/14 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOW" P.E. Luis R. P.E. WOODFRAMLNGOR2XBUCK INSTALLATTON METAL STRUCTURE INSTALLA TION 14VKOOOrOWRDLEW&SVILL&NCr)= 62514 FL No.: 25wmg REVISIONS REV DESCRITON WtE aaPgOVCD 2 1/2" MIN. A REVISED INSTALLATION DE7AIS 06/01/15 R.L EDGE DISTANCE I B REVISED NAME 4KD ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS 4. 1 1/4" MIN. 4 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK 4 EMBEDMENT SEE NOTES 3 - 7 SHEET 1 I1 0 CONCRETE/MASONRY BACKER ROD & APPROVED SEALANT 1/p• SHIM SPACE BY OTHERS y_ 1/4' MAX. SHIM SPACE BEHIND FLANGE OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON e EXTERIOR INTERIOR 3/16" TAPCON I INTERIOR 3/16" TAPCON ISACKERRODd APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK 1/4" MAX SHIM SPACE 2 1/2' MIN. SEE NOTE 3 - 7 SHEET 1 r EDGE DISTANCE o EXTERIOR CONCRETE/MASONRY I1 I I J BACKER ROD & BY OTHERS 4 1 1/4I' MIN APPROVED SEALANT a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL COMCRET&MASONRYINSTAL.LATION e ' 4 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN. DRC Ni. R J.L. 08-02357 SCALE NTS — 09/03/ 14 sett 9 OF 12 L 0011EAR) LOTUS PE IQ? WDODFORD RD L&%5VLIE AC 270" 43d-MVM NmRos6WfD=lp&cm SIGNED., 1111512016 it. LIo VAT wy- SFO; tnZ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. I EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCRE'N RIGID FILLER BACKER ROD & APPROVED SEALANT Ig 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENTBYOTHERS7E+ I 1/2` MI EDGE DISTANCE VERTICAL CROSS SECTION' WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT i SHIM SPACE 7STAk RIGID FILLER 1/2DGE1INTERIOR N 10 WOOD - SCREW LAOWOODFRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4* MIN EDGE DISTANCE 0 1/4- MAX SHIM SPACE i RIGID FILLER 10 SMS OR SELF ORILUNG SCREW EXTERIOR INTERIOR 010 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT I BEHIND FLANGE 1/4• MAX r SHIM SPACE METAL STRUCTURE BY OTHERS 3/ 4` MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4` MAX. SHIM SPACE I RIGID FILLER3/4` MIN. INTERIOR EDGE DISTANCE i 10 SMS O4 SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REvaloNs REV ocsCRo11oN DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED NAME AND ADDRESS 10/27/16 1 R.L. NOTES: 1. INTERIOR AND EXTERIOR FlNISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN. ON6 NO, REV J. L. I 08-02357 B scut NTS DAT 09/03/14 SiEO 10 OF 12 L ROMR70 LCA145 P.E 4W Kt=FCRO RO LFV9SVZUA AC 7= SIGNED: 11/1S/2016 J S+ VG E N fir, _ j-„5• yl F ' ORIOP• ' 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 BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALAM BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2• MIN, EDGE DISTANCE e 1 1/4• MIN. EMBEDMENT t T 1 1/4' MIN. EMBEDMENT km. CONCREIBY OTHERS HIM SPACE OONALRIGIDFILLER 3/16* SEE NOTESX38UC7 SHEET 1 TAPCON INTERIOR 3/16" TAPCON 3/16" TAPGON RIGID FILLER I/4" MAX. 1 SHIM SPACE L I I 1 1/4' MIN. a EMBEDMENT a Q1 . I 2 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE 111VISIONS R_V DESCRP"0" MTE APPIIMD A REVISED INSTALLA110N DETAILS 06/01/15 R.L. 3 REVISED NAME AND ADDRESS 10/27/16 R.L. e 1/4• MAX Q SHIM SPACE RIGID FILLER I o I INTERIOR i I I EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE4 SONRYWSTAUAnON NOTES:, 1. INTERIOR AND EXTERIOR FINJSHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERWETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM Elf 12 MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 04MM L10G M.`. Ito J.L 08-02357 8 CAU NTS °"M 09/03/14 1 WL" 11 OF 12 L ROBERMLOAUSP.E. 14A2 NGQDFORD RD LEhlS1?LLE. AAC 27= ou4sp mm p.mn SIGNED: 11/15/2016 1R ! 1 L 4f GEN, •'P 0 1 TATE OF ; L O'. Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 114' MIN. EMBEDMENT 16 WOOD WOOD SCREW (: FRAMING BY OTHERS i 1/4' MAX. SHIM SPACE WOOD FRAMING 1/4. MAX 3/8' MIN j BY OTHERS SHIM SPACE EDGE DISTANCE 06 WOOD SCREW INTERIOR INTERIOR EXTERIOR 1/4' MAX SHIM SPACE 3/B' MIN j EDGE DISTANCE 06 WOOD Y+ODD SCREW FRAMING APPROVED — 1 1/4' MIN BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X SLICK INSTALLATION 1 1/4' MIN. EMBEDMENT v I APPROVED SEALANT 411 1p BEHIND FIN EXTERIOR 3/8' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION RLV5ON5 REV OMCRWWR OAtE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R L. NOTES: 1. INTERIOR AND EXTERIOR FINLSHM SYOTHERS. NOT SHOWN FOR CLARM. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED Iv ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FIN INSTALLATION DETAILS ORAww.. Owo ..40. J.L. 1 08-02357 E NTS D"TE 09/03/14 IsHm12 OF 12 L A08ERTO ED" AS ld= WOODFORD RD LEVASVILLE, AC 2M22 SIGNED: 1111512016 SllIIL tO GEN, p-."9LP% TD 51 OF ; ss ONAoE G Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabu ilding.org/pr/pr_app_dtl.aspx?param=wG EVX... Business & Professional Regulation' SCIS Home I Log In I User Registration Hot Topics Submit 9ircharge Statr a Facts Publications I FBC Stag SCIS Site Map ! UnkB Search Florida 40 P O Product Approval a USER: PutWc Userdaaf{(Ir. e .M", Ptueutt Aoorov r y > PMM& or eoanntgn-SUSa > Application Let > Appgotion Dateg 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 SltUnger bsitlinger@mlwd.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 12/31/2016 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15353 R3 COI FLCOI.gdf Standard AAMA 450 Year 2010 1 of 3 4/ 13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?parain=wGEVX.." Product Approval Method 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 FL !R I Model, Number or Name Description 15353.1 15764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3-II 08-03448B_pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports 1 Other: Max single window size: 52-1/8" x 84". Max mullion FLi -j3 R3 AE _ p f Is n: 104-1/4.- I Created by Independent Third Party: Yes 115353.2 — 5764 + Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No f415353_R3 1l_0j8-U14.39B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14IImpactResistant: 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 FLA5353 R3_6E_Sx20si3-0 pdf span: 83" I Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion A - installation InstructionsLimitsofUse Approved for use in HVHZ: NO fL15 R3 11 US_Q14 90 Qf 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 F_I.1$i53-83_AE_532073B.pdf span: 156-3/8" -------- , _--- ,- I Created by Independent Third Party: Yes-_- --- 15353.4 5765 _- _ - _ - Vertical Aluminum Mullion - -- Limits of Use Installation Instructions Approved for use In HVHZ: No fL15353 R3 II 08-0 4408.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 FLt5353 R3 AE 5120646.odf span: 83". Created by Independent Third Party: Yes 15353.5 CM-ISS14 Vertical Aluminum Mullion Limits of Use w Installation InstructionsIApprovedforuseinHVHZ: No FL15353 R3 II 08-01442B.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 FI>,,Sy53 R3 AE SUO-0B.pdf length - 83". Created by Independent Third Party: Yes 15353.6 I CM-18520 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/8" 15353.7 - -[CM-18523 Horizontal Aluminum Mullion Installation Instructions IfLkU5.3 R3 II 08-014518.pQ[ Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion fL153 R3 AE 5120756k.odf Created by Independent Third Party: Yes Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www. Floridabu i Iding.org/pr/pr_app_dtl.aspx?param=wG EVX... Limits of Use Installation Instructions Approved for use In HVHZ: No EL15153R II 0:019528.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8' x 84". Max mullion L35353 R3 AE 512070,po( span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84" span - 83" 15353.9 CM-18532 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/8' 15353.10 V CM-18533 _ Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/6' x 84". span: 83" 15353.11 I CM-18534 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span: 156-3/8". Max mullion Installation Instructions EL1.U53 R3 U b-0144_3R titd Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL1.53 RaAeJA2067Br_4t Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions -~ EL153U3 R3 It 08-014538.0t Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Panty: Yes Evaluation Reports Max mullion FL15353 R3 AE 5120778 pdf Created by Independent Third Party: Yes Max mullion Vertical Aluminum Mullion Installation Instructions EL15353 R3 U 08-014440,pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports ELL5353- R3 AE 5120686.pd( Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions ELL5353 R3 If 08-014548.pof Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 5120788,pdf Created by Independent Third Party: Yes aadr ' 7'- Contact us :: 260t 91y1t Stone Mae.'raeanasg. F! »>99 Qpppt*50-487-192A The State of Flodda is an AA/E30 employe Copyright 2007.20t3 state of Flonda.:: fth= Statement :: Accessivav Stater01 :: ReAMLstatCmC01 Under Florida law, emal addresses are Pubic records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office oy phone or by traditional mat tf you have any questions, please contact 850.487. t 395. -Pursuant to Section 45S. 27S(1), Florida Statutes, eRettrve October 1, 2012, hcensees acensed under Chapter 455, F.S. must provide the Department with an emal address I they have one. The emalC provged may be used for of iclal communication with the licensee. However emaa addresses are pubic record. U you do not wish to supply a Personal address, please provide the Department with an emaa address which can be made available to the public. To determine If you are a Icansee under Chapter ass, F.S., please ckk hM. Product Approval Acoapta: 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 REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAIAI14C TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF ThE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=i.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS i0 BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED 6Y TrIE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT IHE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLON RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH - wt 2 W2 2 I 'r"SXM RN OESCRIPnON DATE I APPROKD A REVISED INSTALLATION DETAILS 06/10/15 R.L. 9 I REVISED ANCHORING NOTES R INSTL DET 06/07/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #IC WOOD SCREW WITH SUFFICIENT LENGTH 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 i0 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE # 10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL N07 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW - A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE -STEEL 18GA (.048-) FY=33KS1/FU-52KSI OR ALUMINUM 6063-T5 FU=3OKS1 .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE 010 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6' FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAM N: DYf: N0. V.L. 08-01439 5"41 NTS — 01/11/12 s— 1 OF 4 L ROSERIO LO" SP.£. JWWOODFORDROLEWISY LE.ALC2nM 494488.OW9 4bnassetmasm cm I R72744 I WVATell 5111itIICO9/'' 51 TE OF • III111111"" Luis R. Lomas P.E. FL No.: 62514 107 COMBINEDD WIDTH r wt 83 - FRAME HEIGHT WINDOW WINDOW MULLION SPAN) Lj 107 3/8- COMBINED WIDTH Wl -jr- W2 -j BI FRAME ' WINDOW l HEIGHT WINDOW MULLION SP- ILAILAI 107 3/B" COMBINED WIDTH W 1 -j r-- W2 q 83- WINDOW FRAME HEIGHT WINDOM WWOO MULLION I SPAN) j 1 w1 -- IF- W2 107 3/B' COMBINED WIDTH Desitm pressure radna lost) Mullion pan in ribuDery width (in) I8. 13 2ASO 36.00 142.00 4600 S2.1J 25. 00 120.0 12 D. 0 120.0 120.0 120.0 120.0 27. 36 120.0 120.0 120.0 120.0 1200 1200 49. 63 120.0 9&3 81.2 769 75.2 75.1 SZ W 71.0 522 39.7 35.9 33.4 32.3 QS. 63 59.6 43.7 33.0 29.6 27.4 26.3 72. 00 44.9 32.7 24.4 75 19.9 19.0 84. 00 2111 2D.3 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 T3/ 8" COMBINED WIDTH wt 8 I FRAME TMNDOW WINDOW HEIGHT MULLION sP ) F_ f07 3/8" COMBINED WIDTH 7if-- wt w2 83 l l WINDOW J FRAME HEIGHT WINDO MULLION SPAN) 1 / w 1 --{ - w2 107 3/8- COMBINED WIDTH RIDAWNS I RN I DLSC/DPIION I MIL I MPRDYM A REVISED INSTALLATION DETAILS 06/10/15 R.L. B REVISED ANCHORING NOTES & INSTL OET. 06/07/17 R.L. 107 3J8' COMBINED WIDTH F83 J J WINDOW J FRAME HEIGHT WINDOW MULLION SPAN) 1 JAPPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. DesiOn pressure rafty(psfl with rebar Muillon span ( in) 16.13 25.50 butarV width 36. 00 42.00 In i 48.00 62.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 12D.0 120.0 120.0 120.0 120.0 49. 83 120.0 98.3 81.2 76.9 75.2 75.1 BL00 95.2 70.0 53.3 46.1 44.6 434 65. 63 D.0 56.6 44.2 39.7 3G7 35.3 72. 00 1 60.3 439 326 29.2 26.7 25.6 Q 00 1 37.7 1 27.3 1 20A 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WWD ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. WI -{ I-- Y!2 107 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 DRAMIP Oxt 14-0. 1 RLV V. L. 08-01439 B NTS 1p 01/11/12 js`'12 OF 4 L ROBERTO LORDS P.E. 143r WOODFM RD LEWISYLLE NC 271223 4304e5460 rilimasokiiiMmacam SIGNED: 1011312017 5\ C,ENO 94p FPOF i rrs/01M. Luis R. Lomas P.E. FL No.: 6251A 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS I a •• • 1 i/4" MIN. EMBEDMENT T OESC/IRDON MII MPROWD REVISED INSTALLATION DETAILS 106/10/15 R.L. REVISED ANCHORWG NOTES & -NSTL LET. 06/07/9 R.L. r— 1/4" ELCO ULTRACON TAPCON M70OW22 SECT5796 CLIP CLIP r -, 1 #10 SMS ORI OPTIONAL SELF DRILLING SCREW MULLION - --- M7000022 CLIP r---- --T 110 WOOD SCREW I I I 1 3/8- MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. IIF- 2x BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYYCONCRE7E AND WOOD FRAMING INSTALLA7700V NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. METAL 1/2' MIN. STRUCTURE EDGE L BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLA71ON MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ• PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS owk oR0 x0. V.L. 08-01439 V'" NTS D*TE 01/11/12 s"ET3 OF 4 L ROBERTO LCYtA.S P.E. 14M %VWMRD RD LEY#ISVHJA NC 27027 ml eum p..am SIGNED: 101132017 0//' i O V'071arz i N` :20R10P • ONA Luis R. Lomas P.E. FL No.: 62514 r- 2 140" —i t. 1I SECT5764 MULLION ALUMINUM 6005-T5.125'THICK r 0.688- r RF-185 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: I. CLIPS 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. 3.261' 0.625- 0 64 3" 4.000' O MT000022 CLIP 16GA (.W3-) GAL VANIZEO STEEL SEE NOTE 2 A 3. THIS SHEET. 3.750- 2.189" 1.0 0.375' L_ 0 843' I I T-- 2X 60.210' 562- r I D1.562" SECT5796 CUP FOR WOOD FRAMING INSTALL4770M ALUMINUM 600- T5.125'THICK REVS ONS OESGRPIION I MTE APPR04D REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES do INSTL DET 06/07/17 R.L. 3.750" 1.000" 0 375' 0.422" 2.032• 0.B4.3' 1 2.675" SECT5796 CLIP `' 2x 0.210" FOR CONCRETE INSTALLATION ALUMINUM 6063•T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17D3D-037O 5764 - VERTICAL MULLION B3" MULLION SPAN COMPONENTS V.L. 08-01439 SGLE NTS D11E 01/11/12 s' 4 OF 4 L ROSERTD L7M5?.E 147t WOOD1M RD LEWISVRLE NC 21021 4Ne16-0&1 iloirrsyYkrtYaymn SIGNED: 10/13)2017 F' E Nglc qs POF ; , 0' OFs;;LLORIOPS/DNAj1 1\` Luis R. Lomas P.E. FL No.: 62514 v. ....r•s=+•+er- T__—'+'+'.....: ..-nay.. .may..,., _, s ..... .r -. r - •• ..•v+--- Florida Building Code Online https://www.floridabu ild iilg.org/pr/pr_app_dtl.aspx?param=wG EVX... art ll RegulationProfessional 80S Home I tog In I User Registration I Hot Topics I Submit Surcharge i State d Facts I wMkatiorts I FBC Staff I SCIS Site Map I Links I Search I F rda r + Product Approval I1 users: war user t et aern u.. n.on Prggvct_AGptbvaJ.Henli > P1o0ttCt.pr p lrahon Seemh > Aaaka ;ia List > Applim0on oetaa FL # FL13223-R4 Application 'type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence F113223 R4 CO1RIO - Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dll.aspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL S — 13223.1 Model, Number or Name Cempanel Siding Florida Licensed Professional Engineer or Architect fl ,3223 R4 Eauly 1110-26928-17 ASTM C1186 eo I n QQf Method I Option D 08/09/ 2017 08/25/ 2017 08/28/ 2017 10/10/ 2017 Description fiber - cement panel 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 HardiePanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406. 06 i 13223. 3 Prevail Panel Siding Limps of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406. 06 Installation Instructions FL112222R4 II cempAnel-Installatlop,edf FLl 233 R4 IUL0637- 4Q6 OC,Qd[ FL13223 R4 It RlQ 260-17 Panel to Furring.p4F FL13223 R4 If RIO-2686-17 Panel Wood Metal Frame1pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL132 3 R4 AE NOA 17-0406.06.gdf FL13223 R4 AE RIO 2.0 9_17 Panel to Fu rf InA.gis_f FL13223 R4- AE RIO-2686-17 Panel Wood Metal Frame•QQf Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions EW22]_R4 II ilardlePAnel-Installa i2MV f F 33 RR4 1!_N491?6 Q6.Rdf 413223 R4- 11 RIO 26899 A qI toF,yrring,gdf FLt3223 R4 11 RIO-2686-17 Panel Wood Mgtel Frame.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pd FL13223 R4 AE RIO 2ft89 17 Panel o Furring,Qdf 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 Il NOA 17-0406.06,pdf FL13223 R4 If Preyai -Panel - Instal lation.edf FLt3223 R4 11 RIO 2689-17 Panel to Furrino ddf FLt3223 R4 11 RIO-2686-17 Panel Wood Metal Ffji e.gdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FLt3223 R4 AE N. t7-04Q6.0¢,01 FLt3223 R4 AE RIO 2689-17 panel to FuMng,pof FL13223 R4 AE RLQ-26@ - * Panel Wood Meta frame.pdf Created by Independent Third Party: Yes 8adc Na: t Contact us :: 2eot alair Stoaet+oad.]atahasseef1J234@ PhGae, aso-4a7-ta24 The Slate of Fbdda is an AA/EEO employer. [oovdldn 2nn7.2011 Slate of FinM,.:: Pa/aN-_,MSM :: AccessdaY$tatement :: p!Rmn Stat_ _ _ _ 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online htips://www.floridabuilding.org/pr/pr_app dtl.aspx?pararn=wGEVX..* Under Florida law, email addresses are pubic records. lT you do not want your a -mat 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 mat 7 you have any questions, please contact 850.487.1395. •pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, 4ensees licensed under Chapter 4SS. F.S. must provide the Department with an emal address ! they have one. The emals provided may be used nor oHtlel communication with the licensee. However emal addresses are public record. IT you do not wish to Sup* a personal address, please provide the Department wth an email address which can be made available to the pubic. To determine M you are a licensee under Chapter 455, F.S., please tack fiaL. product Approval Accepts: G., Credit Card Sate 3 of3 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. I 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. I HardiePanel"`AZ 10. Vertical Siding ,% JamesHardie 1 EFFECTIVE SEPTEMBER 2013 FM INSTALLATION REQUIREMENTS RESIOF.NIIAL SINGLE FAMILY ONLY - PRIMED & COLORPWSP PRODUCIS Ytsit yytw.tameshanlle.r-rrt for 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 HZ10T"" PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HAROIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) 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 comers from breakage. James Hardie is not responsible for darnage caused by Improper storage and handling of the product. CUTTING INSTRUCTIONS oumoom INDOORS 1. Position W" station W got Wind will aow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in voidrg area 2. Position cutting station in well -ventilated area 2 Use one at Ole fallowing methods a [fast i. Scare and %whop r. Shears (manual, electric or pneumatic) NEVER use a power saw Indoors IL Better: 1. Oust reducing d*Aarsaw equipped With a NEVFR use a circular saw blade dot does not tarty the Iiarde81ade saw glade trademark HardeSt3W saw blade NEVER dry %veep —five wet suppression or IiEPA Vacuum c. Good: 1. Oust reducing circular saw Willi a liaidalade saw glade ardy use for lay b) moderate cutting) Important Note: For maldmun protection #%W respirable dust pnndidon), James Ibrtfe raw amends alwys using 'Besl'-kW cvttirg methods where feasible. NIOSH•approved respirators can be used in om*ccgon with above cuWnq practioas ro further reduce rust e>rpostrres Additional etQloarra Information is available at www.)ar wJwrd6e.00m to help you determine the most appropriate cutting method (or your jab taWkernenb. It mnoem sum eAsls about apsuse Wels or you do col comply with the above pmom you should always Wnstt a qualiMed Industrial hypierk or contact James Harde for further Infor albs. dtl0113105 GENERAL REQUIREMENTS: These iretntctions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to twaw.JamesHardieCommerclatoom HardiePanel" vertical siding can be Installed over braced wood or steel studs spaced a maldmum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished appitallon. James Hardie recommends installing HardiePanel on a capillary break (rainscreervTurring) 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 baffier must be appropriately Installed with penetration and junction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When Installing James Hardie products all clearance details In figs. 5,6,7,8,9, 1 OW 1 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" In the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water HardiePanel vertical siding may be installed on vertical wall applications only. 00 NOT use HardiePanel vertical sidingin Fascia or Trim applications. Some application are not suitable for CotorPlus. Refer to ColorPlus section gDO NOTusestain, oiUalkyyd base paint or powder coating on James Hardieoducts.Forlarger projects,includingcommercial and multi family projects,where tpan ofthe wall is significant In length, the designer and/or architect should take Into consideration the coefflclent of thermal eexxppansion and moisture movemof the product in their design. These values can be found in the Technical Bulletin 1118 " Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment FastenerRequirementsPosition fasteners 3/8" from panel edges and no closer Than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail Into Corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation • caulked (Not applicable to ColorPlue Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). HardiePanel vertical siding mast be joined on stud. Figure 2 Figure 3 wateo- resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge 4 eti0 water-resislive water -resistive nailing distances. 2 x a ah/d hartler barrier Figure 1 stu upper panel Do not 1/4' W upper panel Do not 1/4" flap waler• resistive Cetdk caulk barrier I sheathing tlardlePanel Batten Joint "H" Joint Z Ilashag t Z-flashing t 00 vertical siding waterrashativa barrier decorative r bard board keee maIts Iran min. l from! t/\ 2 x 4 stud O panel panel touter Panel edg plate Figure 4 leave epprpprieta gap b qetween Recommendation: When 0 o panels, then catdn• Installing Sierra e, pra*le moderate contact Caulk Joint a douttle stud at panel JNotapplicabletoColorftlts" ROM) joints to avoid railing keep fa steners 2' I bough grooves away from corners I marwlactAisM' s tten application Instructions For additional Information on HardleWrap '"' Weather Bailer, consult James Hardie at I.866-4Hardle or www.hardiewm .corn WARNING: AVOID BREATHING SILICA DUST arms Marcie' products °main resphade aystelMe sift. waft Is krtmn to tlro gate d California to cause cancer ad li cord W br IAnC and HIM lobe a cased cancer Iron some aoarpsidrat sound. Bielit" excessiveampmbd respirable dice dust can Aso adsablUirqtpand potentially teal lug disease called$11WO, and has Oedl Warad vnat atnerdseases. Some studies Son srttddrtg mayhncrease ltese Asks. During tiWdleUart a rlazdNg: (1) work In outdoorareaswish an* vemlWlen; use fiber content Meant; for oA g a, ones W ldsiefe, we a Hardleatade• saw dada and dust-reduchg d(Warsaw alladled to a HEPA awn; 3j wan alters b ore Immediate area; (4) wear a -fined, approved duds mask or respirator (e.g. N-95) In aaadance w1N eppapble grvtvtattare regulatlom and mamAaduer hsaucdarts ro MUter felt resplrobb Nip e> Owing dean -up, use HEPA newrits or wel deanup whetted% - sever dry stall. Fa Iurlher inion. Ion, rarer to car i ntallatlan tiLStrnlCdeM1S and Material Safely Data Sheet arapaDb at www lamesaarde omt or by cellhtg I.803-%0101E (1-WO.942.7343). FAQ TO ADNEA TO OUR WARNINGS, MSOS. AND INSTALLATION INSTRUCHONS MAY LEAD to SEFM PERSONAL at W OR OEATH HS1236 - P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterftashing clearance between requirements for clearance between James Hardie* and decking material. shall be installed per the roofing manufacturer's Instructions. Provide a the bottom of James Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do riot caulk gap. Figure 5 cwe ding ,. Figure 6 aiding II water reaisWe I barrier siding and trim. Figure 8 ILI1 1' • 2' min. Refer to fig. 3 on page 1. i 1 . oonaate 6' min. I roundalgn Maintain a minimum 1 " gap between gutter end caps and siding & trim. Figure 9 siding gutter and and cep deck materiel 2- ledger Qn not bridge floors with HardiePanels siding. Horizontal joints should aMiays be created between floors (Fiig.10). Water- Resialive Figure 10 earner ; Framing Horizontal - flOOring a Trim Sheathing F i fascia Hardl•Psnal• BLOCKED PENETRATIONS 11 Penetrations such as Hose bibs and holes 1 14" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. 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 nad. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace naiq. NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing Is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk ill 8 add nail Figure A Figure B do not under drive nails oo NorSTAPLE KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, Install a kickout to deflect water away from the siding. It Is best to install a self -adhering membrane on the wall before the subfascia and trlm boards are nailed in place, and then come back to Install die kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof Intersection, install a "kickoul" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide.' James Hardie recommends the kickout be angled between 1000 -110• to maximize water deflection Figure 11 Jj 14r01aY1Q f•M IOrInONM IV,," PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening Is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 CAULKING For best results use an Elastomedc Joint Sealant complying wllh 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 manukturees written instructions. Note: OSI Quad as well as sane other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oll/aikyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wel. For application rates refer to paint manufacturers specifications. Back -rolling Is recommended If the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlue Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlue product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd 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 RECOONITIM In e=darrce vAN IMES Evaluation Report ESR-1844, HardePard® vertical siding is reaopw as a suitable alternate to that spedlled h the 20062oo9, & 20121Mernatlaml Redden code for One -end Two -Family OweNrgs and Ne 2006, 2009. d 2012 hdeaetiorral Bu ill Code. HamePard vernal *IV Is also rernprized for mplcRtim In the fdbft: City of Los Angeles Pmeardt "No. 24862. Slate of Florida FU689, Dade county, Florida NOA No. 02-0729 O2, U.S. Dept. of HUD Materials Release 126X Terns DeWtmerti of krsrence Product Evaluation EC-23, City of New York MEA 229-93-M. and Calfarnia 0SA PA-019. these doaments sham aso be conslted for additnal bdormation aoncen" tine suitahnty of this product (or spedre w%katim. 2013 James Hardie Building Products. All rights reserved. Additional Installation Information, TM, SM, and ® denote trademaf or registered trademarks of James llardiaTechralogyLimited 0 is registered Warranties, and Warnings are available at JamesHardie trademark or James Hardie Technology Limtted. www.jameshardie.com H HS1236 - P3/3 6/13 Plprida Building Code Online https://www. tloridabu i ld i ng. org/pr/pr_app_dtl.aspx?param=wG EV X... u Business &-Professional Regulation eCtS Home I lag In I User Registration Hot Topim Submit Surcharge ( Stars a Facts I Publkatbns I FaC Staff i aCLS Ste Map I Lhks Search F 'da v r Prodtxt Approval f I USER: puhpt User P.mduct A nrnval Menu > ProAr¢t at Apg[Ution Search > AOokatlon List > Appaetton OataB FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Cods, Inc. Address/Phone/Emall S001 West Knox Street Tampa, FL 33634 . 813)249-9743 gr,ahman@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@aluminumcollsinc.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 ALC15001.4 2017 FBC Evaluation ReQQn 04 T4 Soffits Final,QQf Standard AAMA 1402 Year 2009 1 of 2 4/ 1312018, 7:37 AM ' Florida Building Code Online https://www. floridabu ilding.org/pr/pr_app_dtl.aspx?parain=wG EV X Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products IFIL it Model, Number or Name Description Fi2194.1 Alumunum Coils Aluminum Soffit I- — --- _— -- - Aluminum soffit panels Limits of use Installation Instructions I Approved for use in HVHZ: No FL12194 R7 II ALC15001.4 2017 FBC Evaluation Rgpor I' Approved for use outside HVHZ: Yes 04 Tit Stets Flna .Ddf 1 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 r FL1Z:94 R7 AE ALQ5001.4 2017 FBC_Evaluatlon Repolt Q4 T4 Soffits flnal.pof Created by Independent Third Party: Yes each Next CQ13 u5 :: Phone: 250.497-1132A The State of Florida is an AA/ffp employer. Quytiont 2007.2011 Stag oLflorva.:: eQlacy_statement :: 8messL6tY haVment ;: Rw od ctatClOM Under Florida law, email addresses are pubic records. ir you do not want your a -mat address released in response to a pubsc-records request, do not send electronic mad to this ergity. Instead, contact the office by phone or by tracitionat mat If you have any questions, please contact 850.487. L395. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, Ikensees licensed under Chapter 45S, F.S. must provide the Department with an emat address It they have one. the emats provided maybe used for orticral communication with the licensee. However emaa addresses an: pubis record. If you do not wish to supply a personal address, please provide the Department with an emaa address which can be made available to the public. To determine It you area licensee under Chapter 4SS, FS., please dick b=. Product Approval Accepts: r-- Credit Card Sate 2 of 2 4/13/2018, 7:37 AM CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL, SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 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 Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1947W 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 FEIC 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 Pane 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit2panels provided in 16- inchsections. 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 soffit2panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft. for the 'full vent' configuration and 4.2 in2llin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. AI- C15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1%,11uu11JI'lRYR. p% . No 74021 STATE OF '•Q 10 1 N A E C7• . CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 OS r00r 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 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDR were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LmTATIONS 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 FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. IT T4 Soffit — 12-inch o.c. Fastener Fastener Location Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Locali on.Lotion Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location II Loc lion be designed by others in accordance with ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit — 8-inch o.c. Fastener Lo lion r Fastener Fastener Loction ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10. JJat Approved Systems for 10.54nch Soffit Span with J-Channel at Wall and Eave 12F-A Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 124nch Soffit Span with J-Channel and Fascia Ca 12 roved Systems for 124nch Soffit Span with J-Channel at Wall and Eave 14. J-# Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 6F-tl I Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Ca 1 A Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 1 -4 Approved Systems for 16-inch Soffit Span with J- Channel at Wall and Eave 22.5JJ.A Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24F-f1 Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J4 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca J 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 psi) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.114-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 pattern spaced 24-inch o.c. securing 10.SJJ-1 164nch Wood One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood J-Channel to joists; 359.8 located in the horizontal leg of the J-Charrnel spaced One (1)18 ga.114-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 Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch crown One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 3/16- 12F-1 164nch Wood min. 1.25 inch embedment spaced Wood staple spaced 16-inch O.C. inch head dia. trim nail t40 24-inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/44nch long x 12F-2 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood One (1) min. 318 x 3/8-inch crown 0.0724nch dia. x min. 3/16 t40 164nch with 3/84nch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3f44nch long x 0.0724nch dia. x min. 1/4-inch 48 12F 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2spaced24-inch o.c. and securing each panel lap inch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 12F4 Max. 16-inch Masonry 9 ga., min. 5/8-inch long Stub Nail with 3/8-inch diameter head spaced Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 8-inch o.c. and securing each panel lap inch o.c. Approved Systems for Maximuml2-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/44nch crown One (1) min. $8 x 1/2-inch One (1) min 3144nch x One (1) min. 1 3/4-inch long x 12J-1 Max. 164nch Wood staples in diamond long x 3/8-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 64.2 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples in diamond pattern spaced 244nch o.c. securing diamond pattern spaced 124nch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1)18 ga.1/44nch crown x 14nch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Max. J-Channel to joists; diamond pattern spaced 244nch o.c. securing 14 5JJ 1 164nch Wood One (1)18 ga.IWinch crown x 14rich leg staples Wd Wood 3-Channel to joists; 243.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 1-inch leg staples located 12-inch o.c. I I in the horizontal leg of the J-Channel spaced 124nch o.c. ALC15001.4 FL12194-R7 4of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One 72 min. diam1. eternch x diameter0ing16F-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced max nailfinishingnail with min. 3/16- 553.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.754nch x 16F-2 Max. Wood Three (3) 18 ga.1/44nch crown x 1- inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3116- 63.3 12-inch spaced 16-inch o.c. 44nch o.c. and securing each inch head spaced panel lap 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. 325.E 164nch with 3/84nch diameter head spaced 3/16-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 ia.inch tong x 0.072 inch dia. x min. d 16F-4 1r>4nch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 325.6 inch o.c. O.C. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3144nch 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 xOne 72 min. diameter diameter0ing16F6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 14nch leg staple spaced 4-inch nail min. 3116- finishing nail 343.3 164nch with 3/84nch diameter head spaced o.c. and securing each panel inch head spacedds 84nch o.c. lap 164nch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 14nch leg staple spaced flinch 0.0724nch diameter 16F-7 164nch inch leg staples in diamond pattern Wood ocand securing each panel finishing nail with min. 3/16- t43.3 spaced 6-inch o.c. spaced1lap inch head spaced 16- inch o.c. ALC15001. 4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min 3/44nch x 1/44nch One (1) min. 1 3144nch 16J 1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/4-inch long x 0.0724nch dia. x 23.5 16-inch spaced 244nch 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 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 Max. diamond pattern spaced 244nch 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 84nch o.c. securing i32.7 located in the horizontal leg of the J-Channel spaced J hannel to fascia 124nch o.c. Three (3) 18 ga.1/44nch crown x 14nch leg staples in Three (3) 18 ga.1/4-inch crown x 14nch leg staples in diamond pattern spaced 244nch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channal to joists; Wood J-Channel to fascia; 43.3 164nch One (1)18 ga.114-inch crown x 1-inch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16.4nch o.c. 124nch 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 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 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.114-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 14nch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 244nch o.c. 22 5JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 342 1 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 12-inch o.c. 44nch o.c. Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to o.c. securing One (1) 18 ga. 1/4- 12-inch One (1) min. 1.754nch x 24F-1 Max. Wood inch crown x 14nch leg staples in ratter with one each panel lap Wood inch crown x 14nch 0.072-inch diameter finishing nail with min. 80 124nch diamond pattern 1) min. 2.25- inch x 7d ring One (1) min. 1.75-inch leg staple spaced 8- inch o.c. 3l164nch head spaced 90 spaced 164nch o.c. ailshanknailshank x 0.0724nch diameter 124nch o.c. n finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment 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 crown x 1 inch 0.0724noh diameter 80 24F-2 12 nch Wood smooth shank rafter with one Wood leg staple spaced 8-finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch O.C. 3116-inch head spaced 164nch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/84nch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/164nch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga. 1/44nch crown x 14nch leg Nominal tx2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 114- One (1) min. 1.754nch x Max. inch crown x 1-inch rafter with one 164nch 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 ox- and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.754nch each panel lap 164nch o.c. 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation 'report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 14rich 0.0724nch diameter 80 24F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 0 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank One (1) min. 1.754nch 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 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced head spaced 84nch inch ring shank One (1) min. 1.754nch each panel lap 164nch o.c. O.C. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 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 and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /.- One (1) min. 1.75-inch Max. rafter with one x 14nch leg into the end of the lap inch crown x 14nch x 0.072-inch diameter 24J-1 124nch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 84nch o.c. 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. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 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) 16 nail straight -nailed female lock or One (1) 18 ga. anchored to ga.114-inch crown through the rafter spaced 164nch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one z 1-inch leg into the end of the eachsecuring p leg staple spaced x 0.072-inch diameter 24J-2 164nch 1) min. 2.25- staples in diamond batten or two lap Wood B.inch o.c. and finishing nail with min. i53.3 inch x 7d ring pattern spaced 16- 7min. hnch x 7d ring shank anknails toe- One (1) min. 1.75- securing each panel 3/ 16 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. 3/16- intersection. Max. inch head spaced rafter spacing is flinch o.c. 244nch o.c. ALC15001. 4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/4-inch crown x One (1)18 ga.1/44nch 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 14nch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.1/flinch crown x securing1-inch leg staples located in the One (1) min. 1.754nch x 0 0724nch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 124nch o.c. 3/164nch head spaced 4inch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/flinch crown 1-inch 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/flinch crown x One (1) min 1.754nch x 0.0724nch Wood One (1) 18 ga.1/4-inch crown x Cinch leg staple securing the 4 in1inchlegstapleslocatedin the horizontal leg of the located Channelnel diameter finishing nail with min. nailer of each female lock or spaced 12 inch 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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. System No. Installation Detail 18ga,114'xt' OPEN R^FTER staples 24' o.c. max Diamond Patten 18ga..114' x 1' Qt$T staples 12' o.c. max 0 A g J•Channel t8" 10.5JJ-1 & Deteue 14.5JJ-1 18ga.,1/4' x 1' 18ga., 114' x 1' staples 24' o.c. max staples 24' o.c. max . 'Diamond Patten 1t4' x staples 1 ?' o.c.c . may Diamond Patten a J•Channel " Detail A ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 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 S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT 12F-2 MAX. 12•INCH SPAN F" CHANNEL tocd, Concrncs or 6lcuck Wall STAPLE SOFFIT TO BOARD #TSO4FASCIA3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' \ CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR 1-3/4" TRIM NAIL PAINTED S.S. 48" O.C. DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAPIER , "iT"`" , SOFFIT STAPLE DIAMOND PATTERN I I DETAILI stwa FACIA BOARD W i 3/4" X 1/4' CROWN STAPLE 'B' 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. I Installation Detail 12F-4 MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/8' HEAD DIA., MIN. 5/8' EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD SOFFI T MAX. 12-INCH SPAN F" CHANNEL FASCIA TRIM 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" % 1/4- CROWN STAPLE 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 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 ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 3r 31rr i 3/4- X 1/4- CROWN STAPLE C/-- SOFFIT STAPLE FACIA BOARD DDIETAI L PATTERN 3/4- X 1/4- CROWN STAPLE -24- 0N CENTER USING A DIAMOND PATTERN FASCIA CAPN- 12J-1 tool 1/4'CROWNCENTER 1JNMMLFACIA BOARD J—CHANNEL STAPLE 8 t-3/4' TRIM NAIL J PscrewedtosoffitPAINTEDor_il! 48 r. S.S. 48'with FASCIA CAP 1./2' x 3/8• head D.C• diameter screw, 3/4' x 1/4- 16• o.c. CROWN STAPLE Sr1FFR—max. 12-inch span SOFFIT J WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation.Detail 12JJ-1 & 16JJ-2 18ga., 114' x 1" staples I r o.c, max A 18ga.. I x I' 3AW ` staples 24' o.C. Max Diamond' Patten ALUMINUM COILS, INC Soffits Appendix B 18ga.. 114" x 1' staples 24" o.c. max Diamond' Paden Detrul 8 tBga., 114"x 1" slaplesITo.0 max Diamond Patten r I1 18 ga.. 114'x I' staples in horzontal leg of female lap Channel Deted A ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 3/4' M'So X D 07Y DUt. AYA NAIL N'ITF. 3116' HEAD DIA, FASCIA BOARD SPACED 16.0.0 FASCIA CAP SOFFIT I' X I-,,' Uovm STAPLE OPEN RAFTER A'c.0 A1Q11 ItGA 4ITAI. OR 141, FASCIA BOARD 9GA STUS r!A!L PATH IC .6EAD 16F-1 EDMMMEW, SOFFIT & FASCIA 16F-6 S'ACED50.C. DETAIL FASCIA UP; REFER TO SOFFIT i FASCIA OEIAL F' CHANNEL SOFFIT; MAX. IV SPAN MASONAY ISUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. 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 & 16F4 F" CHANNEL Wood, Concreto or Block 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 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 SOFFIT SOFFIT STAPLE OPEN RAFTER 3/a- x 1/4• ; DIAMOND PATTERN I D ETAI LCROWNSTAPLESr USING A DIAMOND -rAPLCS PATTERN FACIA BOARD ' FASCIA CAP 16F-5 FACIA BOARD 1 3/4" X 1/4- CROWNJS.S. 8" STAPLE ON CENTER 1-3/4- TRIM NAIL P- F' CHANNEL CAN BE PAINTED S.S. 48" CAPINSTALLEDWmiTHEO.C. FASCIA NAILING FLANGE UP OR 3/4" X 1/4- CROWN STAPLE SOFFR-• 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 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 ryuSiAPI 16F-2 & nTOrEI 16F-7 F- St 131= LONG x 0072' 0w TRW, RAIL WITH 3116• MEAD DIA. IAFIFR BOARD CAP. REFCR M I FASCIA MAX I6- ALUMINUM COILS, INC soffits Appendix B SOAR0 CAP 1' % I .-CNN STAPLE 4'0 C. SOFFIT & FASCIA DETAIL 31s• 1 IIJ'>t I' staples Olamortr Palen ALC15001.4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 116J-1 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 3B' i FACIA BOARD FASCIA CAP 1-3/4' TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 15-inch spar 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 PAINTRIM NAIL PAINTED S.S. FASCIA CAP 3/ 4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001. 4 FL121R4-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail A 1812a., 114' x 1' staples t 2' o.c. max 16JJ-1 18ga., 114' x 1' YT '+ staples 24' O.C. Max I Diamond' Patten J•Channel Delad s Deled A ALUMINUM COILS, INC Soffits Appendix B 189a., 114' x 1' staples 24- D.C. Max Diamond' Patten 2nnpl 18ga.,1/4' x V aples 8' o.c. max iiamond' Patten 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 System No. I Installation Detail 22.5JJ-1 18 ga , 1/4' x 1' staples 16' o.c max and 1 314" Long x .072' Dia. Trim Nails wen 3116" Head 4' o C. max Diamond' Patten ALUMINUM COILS, INC soffits Appendix B 18ga.,114"x t" staples 24' os. max Diamond Patten ISga,114' x I* staples 12' o.c. max Detell 8 1 Bga.,114• x t' S13ple 114' x 1' staples 24' aft max staples 24' o.c. Max 'Diamond' Patten r \ 189a.,114' x 1" staples 12' o.c. max J•Channel — Deter A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRIM MAIL FASCIA BOARD PAINTED S.S. rzs CRowN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER i0 r4- EROwn STAPLE SOFFIT STAPLC DIAMOND PATTERN DETAIL I i' TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT S FASCIA DETAIL - 24F-1 & 24F-4 FASCIA CAP. REFER TO SOFFIT 1 FASCIA / DETAIL Nominal it.;; e7 Batten Aorbortd SOFFIT; MAX. 26' i•CNANMEI Ratters vitn one Td Rinq SAank Nad at every Rafter / w000 SUBSTRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 I- TRIM NAIL FASCIA BOARD PAINTED S.S. 14- SMOOTH SHANK I FASCIA CAP ROOF NAILS SOFFIT I-aj- CROWN STAPLE 11, TROT NAIL FASCIA BOARD PAINTED S.S SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 r, CROWN STAPLE FASCIA CAP. REFER TO SOFFIT t FASCIA DETAIL Nominal rat- SYP Batten AnehVed 10 SDFFIT; MA%. Tr F•CHANNEL Rafters vith one Id R4 Shank "ad al every Rafter MOOD SUBSTRATE ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11- TRIM MAIL. FASCIA BOARD PAINTED S.S. I I 1tGA T.NAR.S FASCIA CAP SOFm I"el" CROMN STAPLE 11- TRIM NA. S. FASCIA BOARD PAd TEO S SOFFIT $ FASCIADETAILIL 24F-3 & 24F-6 I 1.a1CROWN STAPLE FASCIA CAP; REFER TD soFFIT a FASCIAOETA0. Nominal ia1" SYP Batten Anchored to SOFFIT; MAX. tP F-[ NAVNEL Rafters tits one ld Ring Shank Mail at every Railer MASONRY ALC15001. 4 F112194-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 IT TRM VAX FASCIA BOARD PAINTED S.S 1'4' CROMN STAPLES FASCIA CAP UMA DIAMOND SOFFIT PATTERN, REFER TO CANTREMED rsl' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD I TRIM NAIL SOFFIT 8 FASCIA PAINTED ss. DETAIL 24J-1 & Yrl' CROWN STAPLE 24J-2 FASCIA CAP; REFER \ TD SOFFIT i FASCIA / Drren / \ tavrina1 1' 7 SYP battens scabbed between 1)?d tone SOFFIT; MAX. it' r j/g-T 1-CHAMNIL semen vathd st oftalo -n 7tl dna anon nod strrgM•naletl 1 2 ? IntInc Iona cIro / M000 SUBiTRATE a the me wn awro heItrinpWnk nags la!•nanedetl M \ 6:01at nee of Ine wham at the DatteNtatter tntelseeban / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194- R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1893., 114' x 1• OPEN RAFTER staples 24- O.C. max Diamond' Patten 18ga., 114• x 1' o,ST staples 12' O.C. max B i A S t 13 ga., 1/4" x I* staples W o.c, max and 1 3/4' Long x .072' Dla. Tnr11 Channel N2ds with 3116' Head a" 3ff c.c max Mai e 24JJ-1 18ga., 114' x 1• staples 24• O.C. max 18ga., 1W x I' i staples 8" ox, max Diamond' Patten Channel Dave A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., IW x 1" staples 24' O.c. Max OPEN RAFTM Diamond Patten 18ga..114' x V GIST staples 12" o.c. max B i A 18 ga., 114" x V staples W o.c. max and 1 3/4' Long x .072" Dia. Trim J-Channel Nail, with 3116" Bead 4" 3fS' o.e. max Detail 24JJ-2 18ga.,114^ x 1" 1bga.,114' x V 8- staples 24" o.c. max staples 1? O.C. max Diamond Patten i I Diamond Patten 7i-Channei 1 b ga.,114' staples in h leg of femal Detall A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-f? or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. VW, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30 0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 1 45.9 50.8 50 19.5 22.9 26.5' 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 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 13.1 154 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRigoohtfft Basic Wind Speed m h 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21. 7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22. 6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23. 6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25. 0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26. 2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27. 2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26. 7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27. 9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29. 1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30. 9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32. 4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33. 6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13. 9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14. 5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15. 1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16. 0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16. 8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17. 4 20.5 23.7 27.2 31.0 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 1 16.8 19.7 1 22.9 1 26.3 29.9 33.7 37.8 1 42.1 1 46.7 60 1 17.4 20.5 1 23.7 1 27.2 31.0 35.0 39.2 1 43.7 1 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation repon is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sothis Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height fl 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 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 459 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 4.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 1 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 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 1 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 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" -T 3/4" -- 1/8" HEM 1 SI8" T -T 3/4- 1 3/8- ISOMETRIC VIEW 3/E' PROFILE UnETRII VIEW 3/8, PROFLLE ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/6" 1/B" HEM 6"FASCIA 7" BLANK r 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" Q4 Soffit le BLANK 3 / 8 PRonL.E ISM qrr a 000a 000 000aa a000 ooaaa 000 ALUMINUM COILS, INC Sotfits 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 notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 31/8" 7/8' 31/8" 7/8" 31/8" 5/16" 1/1" 1/2" 1/2" 1/2" 3/4' 1/B" E"811 3/e" 0 13.75" BLANK 3/8" PROFILE o1aa0o 000 ooac 000a 000a aaoo ALUMINUM COILS, INC soffits Appendix D END OF REPORT ALC15001.4 FL72194-117 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX.' t Regulation ra.15 a= M acts Home I Log In I User Registration Hot Topts Submt Suichsry! I Suits a Facts i Pub4tauon9 I FOC Stag eCIS Ste Map I Links I Search F "da ctrProduApproval I usea: public User rn Piadyc(. 92amval Meou > P.ryduttor Aoonu(bn Sea cf > A9r&jt01111cs > Appaotbn Oetag FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by D8PR. 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 31-14 708) 496-2800 Ext 200 rmetz001 @tampabay. rrcom Robert Metz rmetzOO1@tampabay. rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabaV. rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don. shaw@Iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to I10 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 I of 3 4/13/2018, 7:41 AM Florida Building Code Online littps://www. Fl oridabu i Id ing.org/pr/pr_app_otl. aspx?param=wG EV X... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # I Model, Number or Name 7006.1 Cambridge, Cambridge HD, Blltmore and 8lltmore HO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method I Option A 10/08/2017 10/30/2017 11/01/2017 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use _— Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate F1,2006 R10 C CBC..-Lgtter - ASTM 03J4b letter - 9-26-2017)from FM.gdf EL7006 R 0 C CAC Letter_ASTM D3462 letter - 9-26-2011ha f Ey70Q6 R 10 C CAC Letter - ASTM EI.08 letter - 236_2U7%Rdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL70Q6 R10 11 Il Q- 87-02-01 LeLter .ln tallallgq Instructions fgr _FBC Fl.7QgCp4f Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate FL7QQ6 R10 C CAC ASTM D 3462 - Shingle Igtlqr Sy—ry Ilan a Audi .c 1 iQn - (6-28-2Q17).adf F17Q_6 R10 C CAC Letter - ASIMI D316]_letter - 9-26-2017) IqmFM Q& FL7006 R10 C CAC Letter - ASTM D3462 letter - 9-26-20171.odf OWL-91O C CAC Lester - ASTM E108 letter, 9_2o__3oIZhOf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 If Hip and Ridge Cap Shingle Installation LnstP=(9n i.Qs f FL7006 R10 11 IKO.187-02-Ober - InstallasjQg law.w9oAs for FBC FU000. od Verified By: Duc T Nguyen PE 6SO34 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured In Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL7006 RIO C CAC Letter - ASTM 03161 letter - 2 -2017) from FM.ps!( FL7006 R10 CCAC Letter - ASTM D 462 I tterr— 9_26_241.7).Pdf 2 of 3. 4/13/2018, 7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX..: Other: 7006.4 I Marathon Plus AR, Superglass Plus EAR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant N/A Design Pressure: N/A Other: FL7006 810 C CAC LetLer - ASTM E1QB-(ester - 9--26 017 _p-df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 IKO_),87-02-01 Letter - InstelleAgo Instructions for F8C FL7006.pdf FL7006 RIO II Roofing- Products- Leadino-Edge-Plus- Application-EAW o f Verified By: Ouc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports 1 Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL— 6 RLO C_CAC Letter - ASTM 03_161 letter - 9_26_2.0-117-) from FM.pdf fL7006 R10 C CAC tter _ ASTM 03462 letter - 9_26_2017j.pdf FL7006 R10 4C,,C LetterrASTM E308 latter - 9_26_2017).pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FLZ006 R10_1IIKO-187-02-01 letter=lnsta_ga ian Instructions for FBC FL7nnr r.IF Verified By: Ouc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Badr -art S9S4St..iiS :: 2601 BlairStane Road. TebiiagyeS_FS, 22 Phone: RSO-487-1824 The Stale of Florida Is an AA/EEO employer. CQpyjipht 2007.2013 State or Florida.: • g&an scat me :: AccessibMv Statement :: &ftta0,1d4emin Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the ofllce by phone or by traditional mat ff you have any questions, please contact 850.487.139S. -pursuant to section 4SS. 275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emar address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whch can be made available to the pubic. To determine d you are a licensee under Chapter 455, F.s., please click per . Product Approval Accepts: r" Y00 rCredit Card Safe 3 of '4/13/2018, 7:41 AM CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: + • ,X Signed: r Ien^ Brad Grzybo ski Duc T. u Managing Director Florida Rgglgtere ginProfessionalEneer 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 Con9mcdon Materials Technologies, LLC. 6412 Badger Orhre Tampa, FL 33610 Tat 813-621.5777 Fax: 813-621.5840 e-malt malerialstesling&ricmLoom WebSlte: hhpJAvWw.prlCmLoan 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 (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8" STEEP SLOPES I— I' I --I _ "" 2' MIT SEALING STRIP — — — — — G.1/a 7 I I 6 its, NAILS NAILS if- 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI ConsWcUon Maledals Technologles. I.I.C. 6412 Badger Drive Tampa. FL 33610 Tel: 813.621-5777 Fax: 813-621.5840 a -mall: materialslesUng@pricmloom WebSlte: htlp/Meww.pdcmt 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". f 7 310' NAIL LINE 6 3/6f NAILS NAILING - STEEP SLOPES APPLICATION Use sol nails as shown. rl- 1 1 r 1.. 1 EL L-11 CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Matedals Tedlrologhs. LLC. 6412 8MCer (hive Tampa, FL 33610 Tel: 813.621.5777 Fax: 813.621.5840 e-mall:matefialstesdng@plcmt.com WebSite: htlp:Owww plcmlcam 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 51/8" (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. 314- 1 , Ile mml mml H/ IAPGA Cur Siff 1 I1eLmml PFd ConsWclion Materials Technologles, U.C. 6412 Badger OM Tampa, Fl. 33610 Tel. 813.621.5777 Fax: 813.621.5640 a -mall. matedalstesdng&r1cmtcom WebSlte: htp9Awww.pAcmtcom 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 I KO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technol4es, IlC 6412 Radilw 0rlve Tampa, FL 33610 Tel: 613-621.5777 Fax: 813.621.5840 a -mail: matedatste6ung@pricmLcom WebSde: http:/lvnvw.pdcmi.com Florida Building Code Online https://www.iloridabuilding.org/pr/pr app_dti.aspx?param=wGEVX.'" , IProfessionalRegulation r'iTQIMIMI SCIS Home I log In I User Aegctnation I Hot Topics i Submt Surcharge I Stats a Facts I Publications I FaC Stag I SCIS Ste Map I links I search 1 FI rida 4 r t j Product Approval y USER: Pubic user ai'^.niy a. Pr'OaVR.11pglAyal MlnV > Pm0uct_or AP0KatloP_Se=b > AaakauDnI St > Appn®tion oetaa FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRooflng.net Authorized Signature Steven Crew Steven@WarriarRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarrlorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL23A6 97 CQ_ _P[1( GM.T_Cert oP In dependence,Rdf Referenced Standard and Year (or Standard) Standard Year ASTM D226 2009 ASTM 04869 2016 Equivalence of Product Standards Certified By Approved Testing tab FL2346 R7 . Iv FBC70ulvalencv pdf 1 of 2 4/ 13/2018, 7:44 AM Florida Building Code Online littps://www.floridabu ild ing.org/pr/pr_app_dtl.aspx?param=wG G VX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # — — —1 Model, Number or Name 23466.1— `-- I #IS and #30 roofing felt Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use In HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed Immediately after felt. Roofing felt Is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt Limits of Use 1 Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. Description ASTM D 226 Tested - - — Installation Instructions FL 2 46_R7 I I Installation I n c lon gdf Verified By: PRI Construction Materials Technologies, LLC Test Reports f1k2346 R7 TR j 5A Test Reoon:.gdf FL2346 R7 TR-30A Test Reoort.Qdf ASTM D 4869 Tested Installation Instructions FL2346 R7 If Installation Instructions. Qdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test ReDort.edf FL2346 R7 TR 30w Test Re ort 12df aodt Neitt Cotltat3JIS :: 2flO1.Mlr5toneBoad Tataha«ee FL 32399 ehoOeLaS"7-1a24 The State of Florida Is an AA/EEO employer. Cgovdaht 2007-20 t9 State of Honda.:: Privacy StdtealM :: A=Sibdtl! 5tatefne0t :: R Md Stet m M Under Florida low, email addresses are pubis records. If you do not want your e•mat address released In response to a pubilt-records request, do not send elaclmnic mat to this entity. Instead, contact the office by phone or by tradilonal mat 9 you have any questions, please contact aS0.487.199S. •Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an emat address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made avatable to the pubhc. To determine If you are a licensee under Chapter 45S, F.S., please tack be=. Product Approval Accepts: ME ® ®t.ti Credit Card Safe 2 of 2 4/13/2018, 7:44 AM HE WARRIOR® ROOFING MANUFACTURING P. O. BOX 40195 • TUSCALOOSA, AL 35M • PHONE (205) 553-1734 • FAX (205) 563-1755 I 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 207.0695 • FAX (170) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG. PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-M7 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each: subsequent. length a minimum of two inches as you move up the valley_to ins , J)r'4 Y.'.aterr, shedding. a:;4-'a -vv:e)L 6:a JI'::•.1'•" '•::ice: c ?.'}'i:[iat____%•JIY.9'uP1liy%CTG'.', In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. rm CITY OF SANFORD AUG 2 12018 BUILDING & FIRE PREVENTION PERMIT APPLICATION F• D Apptication N0: '%$2,5 Cf; Documented Construction Value: S c'200 Jnh Address: 3q]5 V 1 Clh 1,emla l)Y11( Historic District: Yes \o Parcel ID: 1 of 03W14r1 11( n 1'YP32YVP. Residential Cotntttercial Type of Work: \e\y ©- adclirmn Alteration Repair Demo Chancre of Use \love El Des cription of Work: ILA 51 1 i I i`'_:t`!1=' i'I I • o. lc T{ j _ f _r, I Plan Review Contact Person: Tirle: hone: Fay: Email: Prop ity Owner Information Na I. Ie IlClif. j[j(1 Mtone: Street: Resident of prop(rt\ .', City, Stine zip: _ Contractor In orination irk; L- .- r'-(i\t-(_/ CG, an r t VI t FaX: Clry. St:? t: Lip: `\ JI`4 1 (mil^? t I Scati Licei. e No. 1 f •- % f / Arcl)itedUEni') ii-seer Informationcii\•. St. Zip: _ f_-i,iaii: Bonding Coiit-): r-y: _ --- IUI ir_^.r l' Lcndir: kkNI'•G TO OWNER: YOUR F:\1I-1 RL TO REC'(:)*D A NOTICL of cc):t\IEwEmEvr m•\\ t:. SlUT IN VO(.•-, I':\\ ING T\\ICE I.0I I\IVR0\'FMI NTS TO N OUR PR(.PERTY. :\ NOTICE OF CCI I ENCE!ENT MUST B1: f ECOa.[ 1FU :1 U I'OC'I"I:f.) U '['ill:.IC)!i I1'L' E:[:I'Gi:l: "I'!iC I-1E2>'[ I I'C("I IUD'. IF 1'Ul' IV I I:x1) '1C1 FIN.\.NCING. CCIN t l_I' \\`I I•!1 \U(.'I, I.FNDl:I: 0% A' :\"f"ft; RNE*\' 1.1:1" RA: I.CC'C):;I)I\(; 1 OUR NOTICE or I i:. wd that .. %,:;i:tr:ltt (1:.'I:i:i clu;:t II:•5-,:C1:rv,! fa 1 i?::' i :ICt•G. I/,IllCr?. I::'=t:1'<. f.l:il:, aCCI :!il' be i;.. cri:!_d tti?'.: ii :1:111 6, c:'(•t ill t`;cCi ... ,` 1,', !! Crri"u 1_U1-1 { L•-i :1 . NOTICE: in aJditiac? io th_ rcquirencws of Ihls Permit. th cr: I=.cad he r:;cictions appli:anlc to this found in the public reco.d; ofthis county. and tl;_re Ira• h-c a\l Auional p.r:n:;: required frot?] ':!Icr go\: ?lrn:cicz! catiti:, stl:h ac \\at: atan—turi lent districts, state aunicim or fed:ral agencic;. Accept .ace of permit is we:ifics:iJil lilac I \\'ill 11\ritif'• the o.:w;l:r of Iie properi%' of ti: f equireir.:nts of Florid;: l_ia: Lnu•. FS i 1?. Sllbl;ll!ia1 .a COa;.' Cf llls a\eCl.'IPt1 COlii.'3it IS rlyl:liej n erd:•r to calculate a plan rcvie\\' clta-e! end will be cctnsidc,-L-d th.- cstinat:J cocstrucdon v al;i! of th= job a. the tin! of subniaal. T h= actual consm_ctin vale: will be fislurcd based oa tic cL.Tt t ICC Valuarioa Ta'_de i s eff:cc of o.- tin: tie peT;it i; iss_Cd, inaccordance \c';ih local orJinaacc. 5 iot.h ca lc :l_icJ char.:9 Ami-ed ef' the••td \.- me a ' lee:t.:. c..t: t eSil.0 t ,: -.I o --. red;t %,.;Il bt sprhed to \'our penn:t fc i whe th! }` -Clli 1; ts.acd. : r:l C.GSi._,.JI: \'1!t!, O«:\EWS AFFIDA\.t"C: I certify that all of the ful-eaoin, information is accurate and that all ll'ork will be bone in compliance wick all applicable kms rev ilatim, Construction aain_. n! I; I•er,a:':?i w 1`..ii•1 ::,•I. it1 1 : I 1. .:'I.._n: gal Ig Vie., AMY H. MORRIS f ` X i Notary Public - State of Florida s Commission I GG 185209 My Comm. Exotes Mar 40. 2022 Bonded through Nati Olary Assn. BELOW TS FOR OFFICE USE O\LY per nliis requil-",: B:!ii:'.i:`; U Ei _.iic2l .i'i ' . it l!t:i;: _ Construction TYpc: Occupancy Usc: I'ot:ll S"I I71 of 11ds:: Mia. Occup r.c.\ Loan: Nt,l CnitsIrIIciioil: I_Iiciric -= of AI;-. li I rlunlbic,, - = of Fl:rocl %nnc: ul' C,,,i•iic: Fire >Il l'I fi li,l l' 1'r i'iil lt: t': 0 = 0f 1.1 ?:!;': 1-l--c, Alarm fi'rni;i: Ej 011I:OV LS. 2:01MN6. NLi`:EFi:I`:Ci: I 117 N'J': : U-1,iLI I=S- fit• \S TE ;i .`•. l ki:: 1.*ILDINCJ: 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 . . . 0002825----• 1` Date 8/21/18 Application pin number 510200 Property Address . . 3975 NIGHT HERON DR Parcel Number . . . . . . 17.20.31.502-0000-193 Application type descript NEW SINGLE OME-DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 427705 Application desc NOC ON FILE Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 21.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3989.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1072545 Permit pin number 1072545 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/21/18 Valuation . . 0 Expiration Date . . 2/17/19 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 01-APPLCTN FEE -BUILDING 25.00 O1-BLDG PLAN REVIEW 1509.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002825 Date 8/21/18 Property Address . . . . . . 3975 NIGHT HERON DR Parcel Number . . . . . . . . 17.20.31.502-0000-1930 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1072545 Permit pin number 107254S Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL _/_/_ Loa- rya CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: S IVl Tkfm Or. Historic District: Yes NoJobAddress: Parcel ID• Residential W' Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Pl um i n Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name 11 t:o' Gryt( 4i e j Phone: q0 •- y7 1 -f ] d Street: )OQ 5-o r- Fax: Al 0 7 - City, State Zip: c;tcyd I rL 3q 1I State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID S igffaturc on for/Agent D e Print Contractor/Agent's Name - Contractor/Agent is Personally Produced ID Type of lD _ BELOW IS FOR OFFICE USE ONLY R ` FER/V rrrr ltl w Slpy ' CP ay ?OrBz:o- • , O S JIFF 12MS 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 Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30.2015 Permit Application 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: 9405448-1 Report Date: 9/19/2018 In -Place Density Test Report Iv_-)C? Ds Client: Park Square Homes UES Technician: Sammie Edwards 5200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 09/19/2018 Project: Wyndham Preserve, House Lot Testing Ea a Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Teste75 K ght Herron Drive (Lot # 193) Tvoe of TestMatedField: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum DensityDensity pcf) ptimum Moisture i%1 Field Dry tY pcf) Field Moisture i%i Soil Compaction t Fill Depth inch) Pass or Fail 1 North West Corner of Pad 0-1 ft 106.8 10.6 107.3 6.0 100 N/A Pas: 2 South West Corner of Pad 1-2 ft 106.8 10.6 106.0 7.4 99 N/A Pas: 3 South East Corner of Pad 1-2 ft 106.8 10.6 105.3 7.8 99 N/A Pas: 4 North East Corner of Pad 1-2 ft 106.8 10.6 108.1 5.0 101 N/A Pas: 5 Center of Pad 2-3 ft 106.8 10.6 107.8 5.9 101 N/A Pas: Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of Pad Area. e Tn nw/nl.l:n/. n —,,#,—I n.r.f-6— In I I.n O..hlin —4 n..nrnl..n.. nll .nnnAn n.n n..h...:Nnrl nn nnnt:`Innl:nl n.r —%, -l DESCRIPTION AS FURNISHED. lot 193, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole Cou(y, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square EnterptWes, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman! PA; Attorneys' Title Insurance Fund; Bank of America LOT 207 LOT 206 LOT 205 S 00{1657" E 60.00' LOT 192 c-agar 1 M1, 1 6 29.80' 29.80' 29.80' 29.80' ILOT 19,31 I 10.00' IJ'J'. law, e v v 1 10.00' FORMBCNRD FOUNDATION TOF- TOP OF FORM FORM AVOUCE- 24.72' 10.00' CO 2 C 46 LOT r94 R1 ~ J5.20' I I 1 25.20' 25.20' 10' UTIL. ESA?. i s 2J.B5' - - - SS c, S 00'16'57" E 60.00, SETBACKS AS FURNISHED NIGHT HERON DRIVEREAR - 20' SIOE - 5' (40' LOT) (50' R/W PRIVATE ROAD) 7.5' (60' LOT) 10' - LOT) 9 SIDE STREET 25' (80' k 75' LOi 11 1`G 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERIAIN LOTS. NO MORE THAN PLOT PLAN AREA c4i.CIJ Anoms IN ( 2) SUCCESSION, 0 A MINIMUM OFN SUCCESSION AT25 TOTAL LOT AREA 8900 t SQUARE FEET PROPOSED - nusHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL S SQUARE FEET I FLATWORK PER ORAINACE PLANS DRIVE 40J/ 194- 597 * SQUARE FEET FOUNDATION/PAO 2090 t SQUARE FEET PROPOSED ORNMACE FLOW WALKS J9/ 300- 339 S SOLURE FEET REAR PATIO 89 ! SQUARE FEET LOT CRAOINC rrPE A Soo 4159 246 - 4405 t SQUARE FEET FROM PORCH DECK 101t SQUARE FEET PROPOSED F. F. PER PLANS - 24.7' mot[ (RDNr sroEWA/ POOL DECK 0 t SQUARE FEET LK AND SrREEr ILa110N rA1m/ FROM PtAnS PRONOEO Br ctlr7lr •NOT nm vEWrrEv CRUSEMWEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS cram . ILODD P •Pal PAL • Pour IN I.oC WO E. COLONIAL DR. ORUN00. FL. 32807 (407)-277-3232 FAX (407)-858- I4J6 Norm ir. : ra° LolarvE ru : rmir or Iewla arN.ruL 1. ne to ae+® am Imnr mnn nw no seer ACM nr erunum or PrJL= In raaN a ne naa Lamar tL . OW aID rAL mm Or C0.0" 00-9m ApP[f oL SWKrORS AMD 1N/PIRf N C7oIlU LI-IP RAVW ADMAI AIK OOOE INROAV/r 10 SCCMN 4nM7. nc=A SrAsm rw • WCICrc ION OR RAL . mom 2 ON7 dL4Stim M1M 9M1E1DR7 SXi1PIninE AND ORCHAL AMO7 SIX be WNW PNP OR com .IAE AVr VIVO t0 lL • 17 LL /KL IM NR. MDfiAOLIL Pce a[ 9avEA[a vP. : mm P®rr 2 na a1ALLr SooAIQ7NAm PAo.I rmE N/ar+naw nwrven to ne sunnoR now wr r ana R[sneelwNs POL : Mo V wx0 C" . CMaLArca Or c4sDa /R nor Amw n0 awanr. PAC. . 0M. ar co cmx Urt A. . POINN[NI WOO= 004"M 4 NO IROOMIOIM APImM"M NAW KD$ LOCAim IMW OOM= SkVW R . MUM rF. . naPCP rLow aEVATM S n6 SW4y O PADVA n Rr n! IVA 8DCR1 Or INOW COMM M AND "" Nor At AEIm NON Or AM WWX VMW- A0 • NNL \ 0101 A•, • CaL00C CCT99K L." RN • RIOn4wAr LN .. RNDMmI • a0wo01a swww M rw LOOIraN Or APIOOIimm mmm SNOULO AOr 4 USm TO AVDwvft Cr auow UNQ co'. . CA> 11EN1 LL . Ma fMI1O 7. LfAAi7. MC &t= ASUNAW OO4N AND ON 1W LW PmW/ AS SUE NAMI: (Its.) 1 dN : UnR'U T'!a A VA140100% F 900K AW Kim aw MOIONY GIUMM MrI" anN Or IM. MW onMMSE W= OIL . OWN LOWPoet L. CDMW. Ir Or AURAMIZAIDON NL 472L varc • v® raa C/P, • COOICrc LLOOc SCALE P— I• - 20 — OPAWN evt PA. • Pme V OAWRINE Pr. . Pawr or rmmel CERnREO BY,aMTE OROER No.. .._ sm : MONO PLOr PLW 05-3r-2018 J497-18 mlLOW. MRAOW" r'OIMOATION/ELLVS. 09-I3-2018 6246-18 C A. - 4IWOIs KA NORTH I MIS 8A"V\MW&IV OWS.'NOT UE W1MN JN y _ I/IEE37AKASKOIOaTEMPFLGOOPLANEASPERi1RN' X cRusd R. 4 1 {711 zow it " AP 1 1201 nO 90 F (09-28-07) fin• 4801 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 " d a Documented Construction Value: $ 7308.00 Job Address: 3975 Night Heron Dr WYNDHAM PRESERVE PB 81 PGS 93-102 Historic District: Yes No Parcel 1D: 17-20-31-502-0000-1930 LOT 193 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 4-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email:, permitting@onestopcooling.com Property Owner Information Name Park Square Hnm c 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: 514 Edition (2014) Florida Building Code Revised: June 30. 201S 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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g Onstructiptt and zoning. signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Kevin Stine Print Contractor/Aeent's Name Signature Date KELLY WEBSTER Notary Public . State of Florida Commlaelon # FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Aget t—Tefsana Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2013 Pennit Application Revision 9 City of Sanford Response to Comments O Building & Fire Prevention Division JAN 01 2019 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 18-2825 Submittal Date 1.7.19 Project Address: 3975 Night HeronDrive (Wyndham Preserve lot 193) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkison(@parksquarehomes.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building e5o General description of revision: Revised Energy Calcs - Duct Layout Only ROUTING INFORMATION Approvals RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Model 3096 (Wellington) A RHG Flex- W Builder Name: Park Square Homes utLO/NC, Street: 3975 Night Heron Dr Permit Office: City of Sanford City, State, Zip: Sanford , FL, Permit Number: t i3 oZl S SANFOp Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) B Ri . iitA 1. New construction or existing New (From Plans) 9. Wall Types (3075.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1593.00 ft' b. Concrete Block - Ext Insul, Exterior R=4.0 1236.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 252.00 ft' 4. Number of Bedrooms 5 d. other (see details) R= 210.00 ft' 10. Ceiling Types (1948.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (vented) R=30.0 1948.00 ft' 6. Conditioned floor area above grade (ft 3075 b. N/A R= ft' Conditioned floor area below grade (ftJ 0 c. Duct 11. Duucts R= ft Rft' 7. Windows(294.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH:. 6 1276 a. U-Factor: Dbl, U=0.55 198.04 ft' SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBt Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 7.0 SEER:18.00 c. U-Factor: Dbl, U=0.54 32.66 ft' SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 47.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.421 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2052.9 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1395.40 ft' b. Conservation features b. Floor Over Other Space R=0.0 657.50 ft' None c. N/A R= ft' 15. Credits CF. Pstat Glass/ Floor Area: 0.092 Total Proposed Modified Loads: 86.13 PASS TotalBaselineLoads: 86.52 1 hereby certify that the plans and specifications covered by Review of the plans and e-VRE ST,q?, this calculation are in compliance with the Florida Energy specifications covered by this y Code. Dlgltally signed by will Webster WillWebstercalculation indicates compliance with the Florida Energy Code. rrr„ ,-.. •: r;... „ O PREPARED BY: Date: 201901.0708.59.47-0S'00 Before construction is completed y DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this bui ng, as igned, is in compliance Florida Statutes. with the Florida Energ e. OWE OWNER/ AGE BUILDING OFFICIAL: DATE: I - lot 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. !SION 6/ 14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4. o EVoal Page 1 of 7 FORM R405-2017 PROJECT Title: Model 3096 (Wellington) A R Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 3075 Lot # 193 Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 3975 Night Heron Dr Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. New/Existing: New (From Plans) Comment: CLIMATE J 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 Entire House 3075 29219.1 SPACES Number Name ' Area Volume Kitchen Occupants Bedrooms - Infil ID Finished Cooled Heated 1 KIT 187 1739.1 Yes 0 1 Yes Yes Yes 2 LDRY 74 688.2 No 0 1 Yes Yes Yes 3 FOYER 114 1060.2 No 0 1 Yes Yes Yes 4 FLEX 189 1757.7 No 0 1 Yes Yes Yes 5 PAN 25 232.5 No 0 1 No Yes Yes 6 CAFE 130 1209 No 0 1 Yes Yes Yes 7 BED2 209 1943.7 No 1 1 1 Yes Yes Yes 8 BTH2 54 502.2 No 0 1 Yes Yes Yes 9 FAMILY 282 2622.6 No 0 1 Yes Yes Yes 10 DROP 29 269.7 No 0 1 No Yes Yes 11 STR1 68 632.4 No 0 1 No Yes Yes 12 HALL1 36 334.8 No 0 1 No Yes Yes 13 BED4 195 1755 No 1 1 1 Yes Yes Yes 14 GAME 261 2349 No 0 1 Yes Yes Yes 15 BED5 202 1818 No 1 1 1 Yes Yes Yes 16 STR2 72 648 No 0 1 No Yes Yes 17 WIC4 36 324 No 0 1 Yes Yes Yes 18 36 324 No 0 1 No Yes Yes 19 LIN 26 234 No 0 1 Yes Yes Yes 20 T013 51 459 No 0 1 Yes Yes Yes 21 BTH3 33 297 No 0 1 No Yes Yes 22 WIC3 35 315 No 0 1 Yes Yes Yes 6/14/2018 11:38 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 7 FORM R405-2017 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 23 BED3 182 1638 No 1 1 1 Yes Yes Yes 24 MBED 289 2601 No 2 1 1 Yes Yes Yes 25 MHALL 36 324 No 0 1 Yes Yes Yes 26 MWIC 79 711 No 0 1 No Yes Yes 27 MTOI 22 198 No 0 1 No Yes Yes 28 MBTH 123 1107 No 0 1 Yes Yes Yes 29 HALL2 125 1125 No 0 1 No Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value rile Wood Carpet 1 Slab -On -Grade Edge Insulatio KIT 14.5 ft 186.6 ft' 0 0 1 2 Slab -On -Grade Edge Insulatio LDRY 6.5 ft 73.8 ft' 0 0 1 3 Slab -On -Grade Edge Insulatio FOYER 6 ft 114 ft' 0 0 1 4 Slab -On -Grade Edge Insulatio FLEX 31.5 It 188.5 ft' 0 0 1 5 Slab -On -Grade Edge Insulatio PAN 1 It - 24.8 ft' 0 0 1 6 Slab -On -Grade Edge Insulatio CAFE 23 ft 130 ft' , 0 0 - 1 7 Siab=On-Grade Edge Insulatio BED2 36.5 ft 209 ft' 0 0 1 8 Slab -On -Grade Edge Insulatio BTH2 6 ft 54 ft' 0 0 1 9 Slab -On -Grade Edge Insulatio FAMILY 14.5 ft 281.9 ft' 0 0 1 10SIab-On-Grade Edge Insulatio DROP 1 It 29.3 ft' 0 0 1 11Slab-On-Grade Edge Insulatio STR1 1 It 67.5 ft' 0 0 1 12SIab-On-Grade Edge Insulatio HALL1 1 It 36 ft' 0 0 1 13Floor Over Other Space BED4 130 ft' 0 0 1 14Floor Over Other Space BED4 65 ft' 0 0 1 I SFloor Over Other Space GAME 260.9 ft' 0 0 1 16Floor Over Other Space GAME 0.1 ft' 0 0 1 17Floor Over Other Space BEDS 32 ft' 0 0 1 18FIoor Over Other Space BEDS 45 ft' 0 0 1 19Floor Over Other Space BEDS 124.5 ft' 0 0 1 6/14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 7 FORM R405-2017 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2177 ft' 488 ft' Medium 0.9 No 0.9 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1947 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) FLEX 30 Blown 60 ft' 0.1 Wood 2 Under Attic (Vented) BED2 30 Blown 85 ft' 0.1 Wood 3 Under Attic (Vented) BED4 30 Blown 195 ft' 0.1 Wood 4 Under Attic (Vented) GAME 30 Blown 261 ft' 0.1 Wood 5 Under Attic (Vented) BED5 30 Blown 202 ft' 0.1 Wood 6 Under Attic (Vented) STR2 30 Blown 72 ft' 0.1 Wood 7 Under Attic (Vented) WIC4 30 Blown...._._ 36.ft' .. _ .. 0.1-.... Wood 8 Under Attic (Vented) 30 Blown 36 ft' 0.1 Wood 9 Under Attic (Vented) LIN 30 - Blown 26 ft'"' 0.1 r r Wood 10 Under Attic (Vented) T013 30 Blown 51 ft' 0.1 Wood 11 Under Attic (Vented) BTH3 30 Blown 33 ft' 0.1 Wood 12 Under Attic (Vented) WIC3 30 Blown 35 ft' 0.1 Wood 13 Under Attic (Vented) BED3 30 Blown 182 ft' 0.1 Wood 14 Under Attic (Vented) MBED 30 Blown 289 ft' 0.1 Wood 15 Under Attic (Vented) MHALL 30 Blown 36 ft' 0.1 Wood 16 Under Attic (Vented) MWIC 30 Blown 79 ft' 0.1 Wood 17 Under Attic (Vented) MTOI 30 Blown 22 ft' 0.1 Wood 18 Under Attic (Vented) MBTH 30 Blown 123 ft' 0.1 Wood 19 Under Attic (Vented) HALL2 30 Blown 125 ft' 0.1 Wood WALLS 9 Omf Adjacent In )Nail Type Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Ext Insul KIT 4 14 6 9 4 135.3 ft' 0 0 0.8 0 2 N Exterior Concrete Block - Ext Insul LDRY 4 6 6 9 4 60.7 ft' 0 0 0.8 0 3 W Garage Concrete Block - Ext Insul FOYER 4 6 0 9 4 56.0 ft' 0 0 0.8 0 4 W KIT Interior Frame - Wood FOYER 13 0 6 9 4 4.7 ft' 0 0.25 0.8 0 5 S KIT Interior Frame - Wood FOYER 13 9 6 9 4 88.7 ft' 0 0.25 0.8 0 6 N Exterior Concrete Block - Ext Insul FLEX 4 13 0 9 4 121.3 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Ext Insul FLEX 4 4 0 9 4 37.3 ft' 0 0 0.8 0 8 W Exterior Concrete Block - Ext Insul FLEX 4 14 6 9 4 135.3 ft' 0 0 0.8 0 9 N Exterior Concrete Block - Ext Insul CAFE 4 10 0 9 4 93.3 ft' 0 0 0.8 0 10 E Exterior Concrete Block - Ext Insul CAFE 4 13 0 9 4 121.3 ft' 0 0 0.8 0 6/14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 7 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below fi Omt To Wall Type Space 11 N Exterior Concrete Block - Ext Insul BED2 4 6 6 9 4 60.7 ft' 0 0 0.8 0 12 E Exterior Concrete Block - Ext Insul BED2 4 13 0 9 4 121.3 ft' 0 0 0.8 0 13 S Exterior Concrete Block - Ext Insul BED2 4 17 0 9 4 158.7 ft' 0 0 0.8 0 14 S Exterior Concrete Block - Ext Insul BTH2 4 6 0 9 4 56.0 ft' 0 0 0.8 0 15 W Garage Frame - Wood BTH2 13 9 0 9 4 84.0 ft' 0 0.25 0.8 0 16 E Exterior Concrete Block - Ext Insul FAMILY 4 14 6 9 4 135.3 ft' 0 0 0.8 0 17 S KIT Interior Frame - Wood FAMILY 13 2 0 9 4 18.7 ft' 0 0.25 0.8 0 18 W Garage Frame - Wood DROP 13 6 6 9 4 60.7 ft' 0 0.25 0.8 0 19 S KIT Interior Frame - Wood DROP 13 4 6 9 4 42.0 ft' 0 0.25 0.8 0 20 S Garage Frame - Wood STR1 13 7 6 9 4 70.0 ft' 0 0.25 0.8 0 21 W Garage Frame - Wood HALL1 13 4 0 9 4 37.3 ft' 0 0.25 0.8 0 22 N Exterior Frame - Wood BED4 11 15 0 9 0 135.0 ft' 0 0.25 0.8 0 23 E Exterior Frame - Wood BED4 11 13 0 9 0 117.0 ft' 0 0.25 0.8 0 24 E Exterior Frame - Wood GAME 11 14 6 9 0 130.5 ft' 0 0.25 0.8 0 25 E Exterior Frame - Wood BED5 11 13 0 9 0 117.0 ft' 0 0.25 0.8 0 26 S Exterior Frame - Wood BED5 11 15 6 9 0 139.5 ft' 0 0.25 0.8 0 27 N Exterior Frame- Wood WIC4 11 5 6 9 0 49.5 ft' 0 0.25 0.8 0 28 N Exterior Frame - Wood LIN 11 4 0 9 0 36.0 ft' 0 0.25 0.8 0 29 N Exterior' Frame - Wood T013 11 _ 6 0 9 0 54.0 ft' 0 0.25 0.8 0 30 N Exterior Frame - Wood WIC3 11 5 0 9 0 45.0 ft' 0 0.25 0.8 0 31 W Exterior Frame - Wood WIC3 11 7 0 9 0 63.0 ft' 0 0.25 0.8 0 32 N Exterior Frame - Wood BED3 11 8 6 9 0 76.5 ft' 0 0.25 0.8 0 33 W Exterior Frame - Wood BED3 11 13 6 9 0 121.5 ft' 0 0.25 0.8 0 34 N Exterior Frame - Wood MBED 11 4 0 9 0 36.0 ft' 0 0.25 0.8 0 35 S Exterior Frame - Wood MBED 11 13 6 9 0 121.5 ft' 0 0.25 0.8 0 36 W Exterior Frame - Wood MBED 11 20 0 9 0 180.0 ft' 0 0.25 0.8 0 37 S Exterior Frame - Wood MHALL 11 6 0 9 0 54.0 ft' 0 0.25 0.8 0 38 S Exterior Frame - Wood MBTH 11 13 0 9 0 117.0 ft' 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood FOYER None 39 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOmtIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 3 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft' 10 ft 0 in 4 ft 4 in Drapes/blinds None 2 W 8 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 W 8 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft' 6 ft 0 in 4 ft 4 in Drapes/blinds None 4 E 10 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft' 6 ft 8 in 1 ft 4 in Drapes/blinds None 5 E 12 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 S 14 Metal Low-E Double Yes 0.54 0.25 N 4.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 6/14/2018 11:38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 7 F(1RM PAnS-9n97 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Omt ID Frame Panes NFRC U-Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 7 8 9 10 11 12 13 14 15 16 17 E 16 Metal E 23 Metal E 24 Metal E 25 Metal N 29 Metal W 31 Metal N 32 Metal W 33 Metal W 36 Metal W 36 Metal S 38 Metal Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.54 0.25 N 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.55 0.22 N 0.54 0.25 N 0.54 0.25 N 32.7 ft' 6 ft 8 in 15.0 ft' 1 ft 0 in 30.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 3.0 ft' 1 ft 0 in 6.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 4.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 8.0 ft' 1 ft 0 in 8.0 ft' 1 ft 0 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 1 ft 4 in 2 ft 0 in 1 ft 4 in Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds Drapes/blinds None None None None None None None None None None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 382.8 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000406 3408.9 187.14 351.95 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 47 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 18 47 kBtu/hr dim 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 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name System Model # Collector Model # Collector Area Storage Volume FEF None None ft' 6/14/2018 11.38 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 6 of 7 rnone oenr;_')nl7 DUCTS Supply Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 1276 ft' Attic 1276 ft' Prop. Leak Free cfm 96.0 drn 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Feb j Jul X j j Nov Dec Heating H Jan X Marki L May n JuMayn ri n Aug Sep L1Oct Nov OecVentingJanFebMar l lxl r Jun Jul Aug 111$ep lxl X Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/14/2018 11:38 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 7 of 7 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3975 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)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 dosed, 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 dosed, 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 leakagdArindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2.of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" -in accordance with Section R403.3.3. I .. 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 manuh air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55°F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt 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 dose 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 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. — -- •••- ---- — --. - — - R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403A0 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. R403A0.4 Gas- and oil -tired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16. 2013. when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandato(W 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. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3975 Night Heron Dr, Sanford, FL, 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 (ftl 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: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1593.00 ft' b. Concrete Block - Ext Insul, Exterior R=4.0 1236.70 ft 1 c. Frame - Wood, Adjacent R=13.0 252.00 ft' 5 d. other (see details) R= 210.00 ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1948.00 ft' 3075 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 198.04 ft' a. Sup: Attic, Ret: Attic, AH:. 6 1276 64.00 ft' 12. Cooling systems kBtu/hr Efficiency 32.66 ft' a. Central Unit 47.0 SEER:18.00 ft' 3.421 ft. 0.230 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1395.40 ft' b. Floor Over Other Space R=0.0 657.50 ft' c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f S. Builder Signature: ;: k Date: I Address of New Home: 1 N N.N r City/FL ` 1 kBtu/hr Efficiency 47.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 CF, Pstat y0'egilE srgr o e -- a a Q hoop WEB° 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. 6/14/2018 11:39 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Model 3096 (Wellington) A RHG Flex- W Builder Name: Park Square Homes Street: 3975 Night Heron Dr Permit Office: City of Sanford City, State, Zip: Sanford , FL, Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers 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 a sealed. 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 cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ce4l 4 nor, - a. In addition, inspection of log walls Shan be in accordance wltn the provisions or iuu-4uu. 6/14/2018 11:40 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsofte Project Summary Entire House One Stop Cooling and Heating Job: Lot 193 Wellington A RHG ... Date: 6/14/2018 By. MGRI/DR 7225 Sandsoove CL Suits 1, Wnter Perk, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web. wwvaOneStopCooling.com License: CAM32444 Project• • For. 3096 - Wellington GRH - W, Park Square Homes 3975 Night Heron Dr, Sanford, FL Notes: Design Information Weather. Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD 44 OF 70 OF 25 OF Heating Summary Structure, 22458 Btuh Ducts 5071 Btuh Central vent (0 dm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27529 Btuh Infiltration Method Simplified Construction quality Semi -tight 0Fireplaces HeatingCooling Area (ft2) 3198 3198 Volume (ft) 29198 29198 Air changes/hour 0.25 0.13 Equiv. AVF (drn) 122 63 Heating Equipment Summary Make Trane Trade TRANE Model 4TWR6048H1 AHRI ref 7563627 Efficiency 9 HSPF Heating input Heating output 45500 Btuh @ 47°F Temperature rise 27 OF Actual airflow 1567 t:fm Air flow factor 0.057 cfmBtuh Static pressure 0.50 in H2O Space thermostat Capacity balance point= 32 OF Backup: Input = 8 kW, Output = 27268 Btuh,100 AFUE Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 45 grAb Sensible Cooling Equipment Load Sizing Structure - - — - 24643— Btuh Duds 6705 Btuh Central vent (0 dm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swingmultiplier 0.98 30596 BtuhEquipmensensibleloadLatent Cooling Equipment Load Sizing Structure 3111 Btuh Duds 1166 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4277 Btuh Equipment Total Load (Sen+Lat) 34873 Btuh Req. total capacity at 0.75 SHR 3.4 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6048H1 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 13.0 EER,16 SEER Sensible cooling 35250 Btuh Latent cooling 11750 Btuh Total cooling 47000 Btuh Actual air flow 1567 cfm Airflowfactor 0.050 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtsotR' 2018-Jun-1411:45:54 Right• Suite®universal 201818.0.11 RSLO25029 Page 1 ACC% . A 193 WellingtonARHG FlexwDoor OpMbth - Krup Calc = MJS House faces: W wrightsofr Right- J® Worksheet Job: Lot 193 Wellington RHG Flex... Entire House Data: 6114/2018 By. MC/RUDR One Stop Cooling and Heating 7225 Sandscove CL Suit 1, winter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vvwwOneStopCooling.00m License: CAC032444 1 Room name Entire House FAMILY 2 Exposed wall 315.5 f7 14.5 It 3 Room height 9.1 R d 9.3 1t heaw000l 4 Room dimensions 1.0 x 281.9 R 5 Room area 3197.8 IF 281.9 IV Ty Constuch n U-value Or HTM Area (I?) Load Area (R'j Load number BdMI='F) BlIft) or peti(M BtA) or perimeter (to BWh) Heat Cod Gras NIPS Heat Cod Gross WPIS Heat Cod 6 1qJ 126-09w 0.097 n Z46 Z83 432 414 1020 1171 0 0 0 0 4A5-2om 0.540 n 13.71 13.69 3 0 41 41 0 0 0 0IE-.---GG 4A5.2om 0.550 n 13.97 13AO 15 0 209 201 0 0 0 0 W 13A-40cs 0.143 n 3.63 2.91 470 470 1705 1367 0 0 0 0 11 yJ 12&09w 0.097 a Z46 2.83 365 305 750 861 0 0 0 0 4A5-2om 0.550 is 13.97 28.33 60 0 We 1700 0 0 0 0 vh13A-40Cs 0.143 a 3.63 2.91 377 247 898 720 135 102 371 297 4AS2om 0.550 is 13.97 28.33 33 0 456 926 0 0 0 0 4A5-2om 0.550 a 13.97 16.33 33 53 456 534 33 26 456 534 4AS2omd 0.580 is 14.73 22.34 64 68 943 1430 0 0 0 0 1213-09w 0.097 s 246 2.83 432 424 1044 1199 0 0 0 0 4BS21n 0.540 s 13.71 13.69 8 16 110 110 0 0 0 0 VjJ G, 13A-400s 0.143 s 3.63 2.91 251 247 896 718 0 0 0 0 4AS2om 0.540 s 13.71 14.76 4 0 59 64 0 0 0 0 1213-09w 0.097 w 246 2.83 365 332 817 938 0 0 0 0 4AS2om 0.550 w 13.97 28.33 4 0 56 113 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 6 0 84 170 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 15 0 209 425 0 0 0 0 4BS26n 0.540 w 13.71 30.66 8 0 110 245 0 0 0 0 13A-4as 0.143 w 3.63 2.91 191 125. 453 363 0 0 0 0 4AS-20m 0.540 w 13.71 22.18 9 9 128 207 0 0 0 0 4A5-2om 4AS-2om 0.550 0.550 w w 13.97 13.97 28.33 26.41 16 16 0 4 228 228 463 432 0 0 0 0 0 0 0 0 R 11DO 12C-09r 0.390 0.091 w 9.90 Z31 12.31 1.52 24 405 24 387 238 894 295 586 0 19 0 19 0 43 0 28 I_D 11DO 0.390 n 9.90 12.31 18 18 177 220 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 1947 1947 1582 2807 0 0 0 0 F 19AObscp 0295 281 2.00 24 24 68 48 0 0 0 0 F 19C-1909cp 0.049 0.43 0.31 527 527 227 161 0 0 0 0 F 22A<pm 1.180 29.96 0.00 1395 139 4150 0 282 15 434 0 6 c)AEDexmrson 0 103 En -lope losston 19073 18515 1305 756 12 a) Infiltration 33M 1248 158 58 b) Room ventilation 0 0 0 0 13 Intemalgains Ooarparba 230 6 1380 0 0 ApplianossA*w 3500 750 Subtotal (lines 6 b 13) 22458 24643 1463 1564 LesseAm al load 0 0 0 0 Lessli anslar 0 0 0 0 Redistribution 0 0 260 201 14 Subtotal 22458 24643 1723 1765 15 Duct loads 1 23% Z7%1 5071 6705 25% 30% 428 532 Total room load I I 275291 31348 2151 2298 Air required (dm) 1567 1567 1 122 115 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r* wrightsott- 2018-Jun-1411:45:54 1048&-- • - -. Right-Sui universal 201818.0.11 RSU25029 Page 1 A 193 wuellingtonARHG Fl@xw0oor Opk%th - Nfup Calc= MJ8 House feces: W wrightsoft' Right-J® Worksheet Job' Entire House Date: W. One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Writer Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.com License: CA0032444 Lot 193 Wellington A RHG Flex... 6/14/2018 MCfRI/DR 1 Room name IQT LDRY 2 Ewall 14.5 Q 6.5 It 3 Room height 9.3 R heaVcool 9.3 R heatbod 4 Room dimensions 1.0 x 186.6 Q 1.0 x 73.8 R 5 Room area 186.6 W 73.8 tP Ty Constructron U-value Or HTM Area (in Load Area (fn Load number BtuhV-'F) BUM or Perimeter (M Bbht) or perimeter (to Sttht) Heat Cod Gross N/PS Heat Cool Gross NIPS Heat Cod 6 r 12& 09w 0.097 n 246 2.83 0 0 0 0 0 0 0 0 4A5- 2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4A5- 2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A-4ors 0.143 n 3.63 2.91 135 135 490 393 60 60 220 176 11 VjJ 12B-09w 0.097 a 246 2.83 0 0 0 0 0 0 0 0 I-( 4A5-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 vh13A- 4ocs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 qI 12B-09w 0.097 s 246 2.83 0 0 0 0 0 0 0 0 465211M 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 CVJJ G 13A- 4ors 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B- 09w 0.097 w 246 2.83 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 465- 211m 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A4ocs 0.143 w 3.63 2.91 0.. 0 0 0 0 0 0 0 4A5- 2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 26AI 0- 0 0 0 0 0 0 0 11DO 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09w 0.091 231 1.52 0 0 0 0 0 0 0 0 D 11DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 081 1.44 0 0 0 0 0 0 0 0 F 19A-0bscp0.295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19(= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cprn 1.180 29.96 0.00 187 15 434 0 74 7 195 0 6 c)AEDe>mirson 102 43 Envelope lossIgain 924 290 414 133 12 a) Infiltration 158 58 71 26 b) Room ventlation 0 0 0 0 13 Inlemalgairm Ooatpants@ 230 0 0 0 0 Applianoesb1her 1200 Soo SutmNal( lines 6to13) 1083 1549 485 659 Lessexlerralload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 104 100 14 Subblal 1083 1549 589 758 15 Ductloads 2514 30016 269 467 250/6 300/6 146 229 Total room bad 1 1351 12016 736 987 Air required (oin) 77 101 1 1 42 49 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 fw wrigthtSc*rL- 2018-Jun-1411:45:54 Right- Suite®Universal201818.0.11 RSU25029 Page 2 1193 MingtonARHG FlexwDoor OpMbth - N1up Cole= MJB House faces: W wrightsoft, Right -A) Worksheet Job: Entire House Date' W. One Stop Cooling and Heating 7225 Sandsoove CL Suite 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneSbpCoohng.00m License- CA0032444 Lot 193 Wellington A RHG Flex... 6/14/2018 MC/RI/DR 1 Room name FOYER FLEX 2 3 E)POsed wall Room height 6.0 A 9.3 A heap000l 31.5 A 9.3 A heal/aool 4 5 Room dimensions Room area 1.0 x 114.0 A 114.0 A' 13.0 x 14.5 A 188 5 fr Ty Conoiction number U-value StAffe-T) Or HTM BUM Area (A) or perimeter (IQ Load BWh) Area (In or perimeter (IQ Load 13th) Heat Cod Gross N/P/S Heat Cod Gross NAS Heat Cod 6 V LI-_.GG 12&O9N 4A5.2om 4A5.2om 0.097 0.540 0.550 n n n 2.46 13.71 13.97 2.83 13.69 13.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W VjJ L 11 13A40ce 12B-0sw 4A5-2om 13A-4ors 4AS2om 4A5.2om 4A5.2omd 0.143 0.097 0.550 0. 0.550550 0.550 0.580 n a a a a a a 3.63 Z46 13.97 3. 13.9797 13.97 14.73 2.91 2.83 28.33 2.91 28.33 16.33 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0 0 0 0 0 121 0 0 0 0 0 0 439 0 0 0 0 0 0 352 0 0 0 0 0 0 G vh V),I L- G 12B-0sry 485.2tn 13A-00Cs 05.2om 1213-09N 4A5.2om 4A5.2om 4A5-2om 4BS2tn 13A40cr. . 4AS2om 4A5-2om' 4AS-2om • 11 DO 12C-09w 11D0 16CR-30ad 19A-0b9cp 0.097 0.540 0.143 0.540 0.097 0.550 0.550 0.550 0.540 0.143 0.540 0.550 0.550 0 390 0.091 0.390 0.032 0.295 s s s s w w w w w w w w w w n Z46 13.71 3.63 13.71 Z46 13.97 13.97 13.97 13.71 3.63 13.71 13.97 13.97 990 Z31 9.90 0.81 Z81 2.83 13.69 2.91 14.76 2.83 28.33 28.33 28.33 30.66 2.91 22.18 28.33 26.41 12.31 1.52 12.31 1.44 2.00 0 0 0 0 0 0 0 0 0 56 9 0 0 24 93 0 0 0 0 0 0 0 0 0 0 0 0 22 5 0 0 24 93 0 0 0 0 0 0 0 0 0 0 0 0 82 128 0 0 238 215 0 0 0 0 0 0 0 0 0 0 0 0 65 207 0 0 295 141 0 0 0 0 0 37 0 0 0 0 0 0 135 0 16 16 0 0 0 60 0 0 0 37 0 0 0 0 0 0 102 0 0 2 0 0 0 60 0 0 0 135 0 0 0 0 0 0 371 0 228 228 0 0 0 48 0 0 0 108 0 0 0 0 0 0 297 0 463 432 0 0 0 86 0 t-G R I_D C F F F 19C-lgc= 22A•cpm 0.049 1.180 OA3 29.96 0.31 0.00 0 114 0 6 0 180 0 0 0 189 0 32 0 944 0 0 6 gAED emersion 135 301 Envelope losstain 842 844 2394 2039 12 a) IrfilMon 66 24 344 127 b) Roomventilation 0 0 0 0 13 Internal gains Oowpants @ 230 0 0 0 0 Applianoesb1her 0 1150 Subtotal (lines 6 b 13) 907 868 2738 2316 Lesserdernalload 0 0 0 0 14 15 Lesatran5{er Redisfibuton Subblal Dud loads 1 250% 309/a 0 907 0 0 0 4168 0 0 25'/6 300/a 0 327 3065 760 0 313 2629 793 Total room load Air required (dm) 0 0 0 0 3825 218 3422 171 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f wrlphtsoft' 2018Jun-1411:45.54 Right -Sul" Universal 2018 18.0.11 RSU25029 Page A 193 Wa ington A RHG FlexwDoor OpMblh - N rup Cale = IVU8 House faces: W wrightsoft* Right-J® Worksheet Job: Entire House Date' One Stop Cooling and Heating 7225 Sandsoove CL Suite I. Winter Perk FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.cem License: CAC,032444 Lot 193 Wellington A RHG Flex... 6/14/2018 MC/RI/DR 1 Room name PION CAFE 2 ESed wall 0 R 23.0 It 3 Room height 9.3 1t heatfcool 9.3 ft MOWN 4 Room dmensions 5.5 x 4.5 it 10.0 x 13.0 R 5 Room area 24.8 fF 130.0 112 Ty Construction number U-%slue BUVR -F) Or HTM A"" Area (IF) or penreter (to Load AM) Area (1tj or perimeter (to Load Bob) Heat Cod Gross NAPS Heat Cod Gross NAPS Heat Cod 6 4j! I 126-09w 0.097 n 2.46 283 0 0 0 0 0 0 0 0 4A5-2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0tl----GG 4AS-2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A flocs 0.143 n 3.63 2.91 0 0 0 0 93 93 338 271 11 Vy 12B-09N 0.097 a 246 283 0 0 0 0 0 0 0 0 G 4A5-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 0. 550 a 3. 97 2.91 0 0 0 0 121 57 200 1804AS-2omAS-2om 0.550 a 1397 28.33 0 0 0 0 0 0 0 0T= 4A5-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS2omd 0.580 a 14.73 22.34 0 0 0 0 64 34 943 1430 q! 1213-09w 0.097 s 246 2.83 0 0 0 0 0 0 0 0 485-2fin 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 Vjl 13A40rs 0.143 s 3.63 291 0 0 0 0 0 0 0 0 f4AS-2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 128-09w 0.097 w 246 283 0 0 0 0 0 0 0 0 4AS2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2orn 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4BS-21n 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A4oce 4AS-2om 0.143 0.540 w w 3.63 13.71 2.91 22.18 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 4A5.2om 4A5-2om 0.550 0.550 w w 13.97 13.97 28.33 28.41 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 R I 11 DO . 12C-09m 0.390 0.091 w 9.90 231 12.31 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 0 0 0 0 F 19"bscp 0.295 2-81 2.00 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F I 22A-cpm 1.180 29.96 0.00 25 0 0 0 130 23 689 0 6 c)AED excursion 0 121 Emelopelosslgain 0 0 2176 1745 12 a) 1infiltration 0 0 251 93 b) Room %enolabon 0 0 0 0 13 Marnalgains: Oooupants@ 230 0 0 0 0 Appliances/olher 01 0 Subtotal (lines6to 13) 0 0 2427 1838 LessiaAerralload 0 0 0 0 Less'"nsler 0 0 0 0 Redistribution 223 213 0 0 14 SutlO- 3 213 2427 1838 15 Ductbads 1 259/6 301. 55 64 25% 30% W2 5S4 Total room load 278 278 3029 2392 Air required (dm) 16 14 172 120 wArtgttetsoft- 2018-Jun-1411:45:54 A -- -.•-- Wght-SulMOUnirersal201816.0.11 RSU25029 PageIt193VWIOngtonARHGFlexwDoorOpWh - Nlup Cale= MJ8 House faces: W wrightsoft' Right-J® Worksheet Job: Entire House Dam' Bir One Stop Cooling and Heating 7225 Sandsoove CL Suite 1, Winter Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 Lot 193 Wellington A RHG Flex... 6/14/2018 MC/RI/DR 1 Room name BED2 BTH2 2 3 Exposed wall Room height 36.5 R 9.3 R heat/cool 6.0 ft 9.3 R healkool 4 5 Room dmertsiorts Room area 1.0 x 209.0 1 209.0 fF 6.0 x 9.0 ft 54.0 M Ty I Construicion number U-value BfmtW-'F) Or HTM BUM Area (" or perimeter (fQ Load Stuh) Area (" or perimeter (IQ Load Btrfi) Heat Cod Gross N/PIS Heat Cod Gross NiP/S Heat I Cad 6 11 1q! 128.09w 4AS-2om 4AS-2om 13A4oce 1213-09w 4AS-2om 13A-40M 4AS-2om 4AS-2om 4AS-2omd 128-09N 4BS-2fm 13A-400s 0.097 0.540 0.550 0.143 0.097 0.550 0.143 0.550 0.550 0.580 0.097 0.540 0.143 n n n n a a a a a a s s s 246 13.71 13.97 3.63 246 13.97 3.63 13.97 13.97 14.73 246 13.71 3.63 2.83 13.69 13.40 2.91 283 28.33 2.91 28.33 16.33 22.34 2.83 13.69 291 0 0 0 60 0 0 121 33 0 0 0 0 158 0 0 0 60 0 0 88 0 0 0 0 0 158 0 0 0 220 0 0 320 456 0 0 0 0 574 0 0 0 176 0 0 257 926 0 0 0 0 460 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 187 0 0 0 0 0 0 0 0 0 0 0 0 150 W VL 1q/ yJ I 4AS-2om 128.09w 4AS-2om 4AS-2om 4AS-2om 4B5.2fm 13A-40cs 4AS-2om 4AS-2om 4AS-2om 11DO 12C-09N 11DO 16CR-30ad 19A.Obscp 0.540 0.097 0.650 0.550 0.550 0.540 0.143 0.540 0.550 0.550 0.390 0.091 0.390 0.032 0295 s w w w w w w w w w w n 13.71 246 13.97 13.97 13.97 13.71 3.63 13.71 13.97 13.97 9.90 2.31 9.90 0.81 281 14.76 283 28.33 28.33 28.33 30.66 2.91 22.18 28.33 26AI 12.31 1.52 12.31 1.44 2.00 0 0 0 0 0 0 0 0 0 0'-- 0 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122 0 4 0 0 0 0 0 0 0 0 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84 0 0 0 59 0 0 0 0 0 0 0 0 0 0 193 0 0 0 64 0 0 0 0 0 0 0 0 0 0 127 0 0 0 R 0 C F F F 19C-19csco 22Aspm 0.049 1.180 0.43 29.96 0.31 0.00 0 209 0 37 0 1094 0 0 0 54 0 6 0 160 0 0 6 c)AEDexausion 49 15 Envelope losslgain 2733 1990 619 328 12 a) Nitration 399 147 66 24 b) Room venblabon 0 0 0 0 13 latemalgairm Oaacpants@ 2W 1 230 0 0 ApplWmsWw 0 0 SLblolal(lines 6b13) 3131 2367 685 350 Less external load 0 0 0 0 14 15 Less ftnsfer Redrstnbubon Subtotal Duct loads 25°/a 300/6 0 27 3158 784 0 17 2364 719 25"/6 300/a 0 23 708 176 0 14 WA 110 Total room bad Air required (dm) 39421224 3103 155 1 am 50 474 24 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t1at otsoft' 2018-Jun-1411:45.54 A Right.SuitetUnhersal201818.0.11 RSU25029 Page J193Wellington ARHGFlexwOoorOpAbth-Nlup Cole =MJS House faces: W wrightsoft' Right-A)WOrksheet Job: Lot 193Wellington ARHGFlex Entire House Date: 6114/ 2018 BY MGRlIDR One Stop Cooling and Heating 7225 Sendscove CL Suite 1 • Wnter Park, FL 32792 Phone, (407) 629 - 6920 feu (407) 629 - 9307 Web: wvwt0neStopCookng.com License. CA0032444 1 Roomrame DROP STR1 2 Fwall 0 R 0 11 3 Room height 9.3 R heatbod 9.3 R tleau000l 4 Room dmensons 4.5 x 6.5 Q 7.5 x 9.0 Q 5 Room area 29.3 IF 67.5 IF Ty Condon U-% gfue Or HTM Area (" Load Area (" Load number BWh#F-' F) Bith" or perimeter (Ig Bhfi) or perimeter (M BUh) Heat Cod Gross WP/S Heat Cod Gross NJP/S Heat Cod 6 V)I 12649w 0.097 n 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0. 540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS-2om O. 550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A4oce 0. 143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 Vf12B-09w f 0.097 a 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0. 550 a 13.97 28.33 0 0 0 0 0 0 0 0 G 13A4= 0. 143 a 3.63 2.91 0 0 0 0 0 0 0 0 4AS-2om O. 550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0. 550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5.2omd 0. 580 a 14.73 22.34 0 0 0 0 0 0 0 0 q/ G 12B- 0sw 0. 097 s 246 2.83 0 0 0 0 0 0 0 0 4135.211M 0. 540 s 13.71 13.69 0 0 0 0 0 0 0 0 t-G 13A- 4ocs 0. 143 s 3.63 2.91 0 0 0 0 0 0 0 0 4AS-2om 0. 540 s 13.71 14.76 0 0 0 0 0 0 0 0 128-09w 0. 097 w 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0. 550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5.2om O. 550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS-2om 0. 550 w 13.97 28.33 0 0 0 0 0 0 0 0 485.2fm 0. 540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A Am. 0. 143 w 3.63 291 0 0 0 0 0 0 0 0 4A5-2om- 0. 540 w 13.71 22.18 0 0 0 0 0 0 0 0 4AS-2om 0. 550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS-2om 0. 550 w 13.97 26.41 0 0 7. - 0 0 0 0 0 0 11D0 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09Ar 0.091 231 1.52 102 84 195 128 70 70 161 106 I_D 11 DO 0.390 n 9.90 1231 18 18 177 220 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 0 0 0 0 F 19A-0bscp 0295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 29 0 0 0 68 0 0 0 6 c)AEDe= usion 22 7 Envelope losstain 372 328 161 99 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliartoesbther 0 0 SutlbW pirtes6 b 13) 372 326 161 99 Less eAemalload 0 0 0 0 Lessftnser 0 0 0 0 Redistribution 189 162 161 99 14 SU3bw 561 4W 0 0 15 Dudloads 25% 30% 139 147 25% 30% 0 0 Total room load 7001 636 0 0 Air required (dm) 401 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rw A wrtptst ecwt- 2018- Jun-1411:45 4 DRight-SuiteOJnNersal201818.0.11 RSU25029 Page A-•FlworOpMbth-Nlup Cale=AJB Housefaces:Wt 193 Wellington wrightsoft• Right -A) Worksheet Job: Lot193 Wellington ARHGFlex Entire House Date: 6/14/2018 By: MC/RI/DR One Stop Cooling and Heating 7225 Sandsoove CL Suite 1, VMnter Perk FL 32792 Phone, (407) 629 - 6920 fax (407) 629 - 9307 Web: vwvk0neStopCooling.com Lioense: CA0032444 1 Room name HALL1 BED4 2 F .... wall 0 i 28.0 i 3 Room height 9.3 It heat/mol 9.0 i heatknol 4 Room dimensions 9.0 x 4.0 It 15.0 x 13.0 i 5 Room area 36.0 IP 195.0 IF Ty Construrbdn U-Value Or HTM Area (Its toad Area (i') Load number BUhffe-'F) I or perimeter (IQ Blot) or perimeter (Ip Stuh) Heat Cod Gross NiPrS Heat Cod Gross NiP/S Heat Cod 6 Val 12B-0sw 0.097 n Z46 Z83 0 0 0 0 135 135 333 382 fC 4A5.2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A4= 0.143 n 3.63 Z91 0 0 0 0 0 0 0 0 11 1 L-G 12& 09w 0.097 a Z46 Z83 0 0 0 0 117 102 251 289 4AS2om OS50 a 13.97 28.33 0 0 0 0 15 0 209 425 13A4or 0. a 3. 2.91 0 0 0 0 0 0 0 0 4AS2dxn 0.550550 a 13.9797 28.33 0 0 0 0 0 0 0 0 T-G 4A5. 2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 128. 0Sw 0.097 s 246 283 0 0 0 0 0 0 0 0 48S2tm 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 t- G 13A40cs 0.143 s 3.63 Z91 0 0 0 0 0 0 0 0 4AS2om 0.540 S 13.71 14.76 0 0 0 0 0 0 0 0 128- 09w 0.097 w Z46 Z83 0 0 0 0 0 0 0 0 4AS2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5. 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5. 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 48S2( m 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A- 4oc8 0.143 w 3.63 Z91 0 0 0 0 0 0 0 0 4AS2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0•- 0 0 0 0 0 0 0 4AS2om 0.550 w 13.97 26.41 0-_ 0 0 0 0 0 0 0 11D0 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09w 0.091 Z31 1.52 37 37 86 56 0 0 0 0 I-- D 11D0 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 0 0 0 0 195 195 158 281 F 19A-ObSCP 0295 281 zoo 0 0 0 0 0 0 0 0 F 19C-1903M 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 29.96 0.00 36 0 0 0 0 0 0 0 6 c)AED e=rsion 3 18 Envelope to s/gain 86 53 952 1359 12 a) In6iratidn 0 0 296 109 b) Room venfilatdn 0 0 0 0 13 Internal gains: Ooapants@ 230 0 0 1 230 Appliances/ other 01 0 Subtotal( lines 6to13) 86 53 1248 1698 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 06 53 13 21 14 Subtotal 0 0 1260 1719 15 Duct loads 1 25"/0 30°/a 0 0 190/0 246/a 242 419 Total room load 0 0 1502 2138 Air required (dim) 0 0 86 107 Calculations approved bYACCA to meet all requirements of Manual J 8th Ed. wrfghtsoft- 2018Jun-14g Right-Sui" Liniversal201818.0.11 RSU25029 1Pae7 A193 WellingtonARHG RexwDoor OpMblh - N1up Calc = MJ6 House faces: W 9 wrightsofC Right-J®Worksheet Job: Lot 193WellingtonARHGFlex Entire House Date: 6/14/2018 By: MGRI/DR One Stop Cooling and Heating 7225 Sandscove CL Suite 1, VWnter Perk, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vAvwOneStopCooling.00m License CAC032444 1 Room name GAME BEDS 2 Exposed wall 14.5 A 28.5 It 3 Room height 9.0 A heattool 9.0 It heat000l 4 5 Room dimensions Room area 18. 0 x 14.5 It 261. 0 fie 15. 5 x 13.0 It 201. 5 fF Ty Con*ucticn U-value Or HTM Area (ill Load Area (Ili Load number BtutW-'F) BWhff) or peimeter (to Btuh) or Panmeter (to BhA1) Heat Cod Gross N/PIS Heat Cod Gnus NJP)S Heat Cod 6 1R/ 12B-09w 0.097 n Z46 2.83 0 0 0 0 0 0 0 0 4A5- 2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 ll----EGG 4A5- 2om 0.550 n 13.97 13AO 0 0 0 0 0 0 0 0 W 13A-4ocs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 VL_G 12B- 09N 0.097 a Z46 2.83 131 101 248 284 117 102 251 289 4A5- 2om 0S50 a 13.97 28.33 30 0 419 850 15 0 209 425 13A4ocs 0.143 a 3. 2.91 0 0 0 0 0 0 0 0 4A5- 2om 0.550 a 13.9797 28.33 0 0 0 0 0 0 0 0 4A5- 2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 12B- 09N 0.097 s Z46 2.83 0 0 0 0 140 140 344 395 4B5- 2(m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 Vjl 13AAocs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4AS2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 G12B- 09w 0.097 w Z46 2.83 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om 4A5. 2onn 0. 550 0. 550 w w 13. 97 13. 97 28. 33 28. 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485- 211m 13pr4ocs 0. 540 0. 143 w w 13. 71 3. 63 30. 66 2. 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5- 2om 4A5- 2om 0. 550 0. 550 w w- 13. 97 13. 97 28. 33 26. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 11DO 12C- O9w 0. 390 0. 091 w 9.90 Z31 12. 31 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 261 261 212 376 202 202 164 291 F 19A-0bsq> 0295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 OA3 0.31 0 0 0 0 0 0 0 0 F 22Atpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDemirsion 24 19 Envelope lossrgain 879 1535 968 1379 12 a) Infiltration 153 57 301 111 b) Room ventilation 0 0 0 0 13 Internal gains: Ooauparhs@ 230 0 0 1 230 Applianoesliodw 9001 0 SubaWOines6to13) 1032 2491 1269 1720 Less eAs al load 0 0 0 0 LessImnsfer 0 0 0 0 Redistribution 48 81 0 0 14 Sut:tiolal 1080 2572 1269 1720 15 Dualoads 1 19% 24%1 207 628 19% 24% 244 420 Total room load I 1 1288 13199 1513 2140 Air required (dm) 73 160 1 1 86 107 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41- wrlphtsoft- htSuite® Universa1201818.0.11RSLI25029 2018- Jun-1411AS:54 A9 Page 8 t 193 Wellington A RHG FlemDoor Opf tblh - Ntup Celc 214,18 house faces: W wrightsoft* Right-l®Worksheet Job: Lot 193Wellington ARHGFlax Entire House B)r. MUNIDIR One Stop Cooling and Heating 7225 Sandscove CIL Suite 1. Writer Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web' wwwOneStopCooling.com License: CAC032444 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area STR2 0 R 9.0 ft heaUbod 1.0 x 720 It 720 R2 WIC4 5. 5 R 9.0 R heaVood 5.5 x 6.5 R 35.8 Q2 Ty Comvudon number U- value BWMt2-'F) Or HTM l ILft l2) Area (It2) or perimeter ( Iq Load Btuh) Area ( R2j or perimeter ( fQ Load Btuh) Heat Cod Gross NAS Heat Cod Gross NrP/S Heat Cod 6 11 1213- 09N 4A5-2om 4A5.2om 13A4ocs 1213- 09w 4A5-2om 13A-flocs 4A5-2om 4A5-2om 4A5-2omd 12B-0sw 485-21m 13A 4ocs 4A5-2om 12B-Ogm 4A5-2om 4A5-2om 4A5-2om 485-21m 13A4ocs 4A5. 2om 4A5.2om 4A5-2om 11 DO ' 12C-O9a • 11 DO 16CR-30ad 19A-0bsT 0.097 0 540 0.550 0.143 0.097 0.550 0.550 0. 5500.550 0.580 0.097 0.540 0.143 0.540 0.097 0.550 0.550 0.550 0.540 0.143 0.540 0.550 0.550 0.390 0.091 0.390 0.032 0295 n n n n a a a a a a s s s s w w w w w w w w w w n 246 13. 71 13.97 363 2. 46 13.97 3.97 13. 9713.97 14.73 246 13. 71 3.63 13.71 2.46 13.97 13.97 13.97 13.71 363 13. 71 13.97 13.97 9.90 231 9. 90 0.81 281 2. 83 13.69 13.40 2.91 2.83 28.33 2.91 28.33 16.33 22.34 2.83 13.69 2.91 14.76 2.83 28.33 28.33 28.33 30.66 2.91 2218 28. 33 25A1 12. 31 1.52 12.31 1.44 2.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0". 0 0 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 122 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 0 140 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 W yJ I V J C^• qJ t- G QJI- G P C F F F 19G19c= 22A- cpm 0.049 1.180 0.43 29.96 0.31 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AEDexmrsion 6 13 Emelopelosslgain 59 97 151 178 12 a) Infiltration b) Room rentilation 0 0 0 0 58 0 21 0 13 Intemalgains Oosrpants@ 230 Applianoesiblher 0 0 1 0 0 0 1 0 59 97 209 200 upload 0 0 0 0 1SubOW(lines6lo13) 4 15 Lesstranskr Redistribution SLdMW Ductloads 1 191/0 241/6 0 59 0 0 0 97 0 0 19% 24% 0 11 220 42 0 18 218 53 Total room load Air required ( dim) 0 0 0 0 262 15 271 14 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 _4&- wrrfilifstt oft_ 201&Jun-1411:45.54 Right-Sui" Universa1201818.0.11 RSLI25029 Page 9 t 193 Wellington ARHG FlexwDoor OpMbth - N.rup Calc= MA House noes, W wrightsoft• Right-J® Worksheet Job: Entire House Date` One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Vdnter Park. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneSropCooling.com License: CA0032444 N Lot 193 Wellington RHG Flex... 6/14/2018 MGRt/DR 1 Room name LIN 2 3 Fwall Room height 0 R 9. 0 R heat/000l 4. 0 R 9. 0 R heattod 4 5 Room dimensions Room area 5. 5 x 8.5 R 35. 8 F 4. 0 x 6.5 R 26. 0 R' Ty Construction number U- value Stuhffe--' F) Or HTM BUM Area ( III or perimeter Ql) Load Btuh) Area ( fn or perimeter (fp Load Btuh) Heat Cod Gross N/P/S Heat Cod Gnus NrP/S Heat Cod 6 J f^ 12B- 0Ow 4AS- 2om 4A5. 2om 0. 097 0. 540 0. 550 n n n 246 13. 71 13. 97 283 13. 69 13. 40 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 36 0 0 89 0 0 102 0 0 11 W VjJ 13A4= 12B- Osry 0. 143 0. 097 n a 3. 63 246 2. 91 2. 83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 4A5-2om 13A40cs 4AS- 2om 0. 550 0. 143 0. 550 a a a 13. 97 3. 63 13. 97 28. 33 2. 91 28. 33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS- 2om 4A5- 2omd 0. 550 0. 580 a a 13. 97 14. 73 16. 33 22. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W! 12B-09N 4BS- 2(m 13A- 40 s 4AS- 2om 12B- 09ry 4A5- 2om 4AS- 2om 4A5- 2om 485- 21m 13A40cs 4AS- 2om 4A5- 2om 4A5- 2om 11 DO • 12C• Osa 11 DO 16CR- 30ad 19A Obscp 0. 097 0. 540 0. 143 0. 540 0. 097 0. 550 0. 550 O. 550 0. 540 0. 143 0. 540 OS50 0. 550 0. 390 0. 091 0. 390 0. 032 0295 s s s s w w w w w w w w w w n 246 13. 71 3. 63 13. 71 246 13. 97 13. 97 13. 97 13. 71 3. 63 13. 71 13. 97 13. 97 9. 90 231 9. 90 0. 81 281 2. 83 13. 69 2. 91 14. 76 2. 83 28. 33 28. 33 28. 33 30. 66 2. 91 22. 18 28. 33 26. 41 12. 31 1. 52 12. 31 1. 44 2. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 0 0. 0, 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 Vjl Imo; q L-- 0 C F F F 19C- 19= 22A[ pm 0. 049 1. 180 0. 43 29. 96 0. 31 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c)AEDexarrsion 3 10 Envelope losstain 29 48 110 130 12 a) Infiltration b) Room ventilation 0 0 0 0 42 0 16 0 13 Intemalgainz Oaarpents@ 230 0 0 0 0 ApplianoWother 0 0 Su blal pines 6 b 13) 29 48 152 145 Less exarnalload 0 0 0 0 14 Lesstransfer Redistribution Subtppal 0 29 0 0 48 0 0 10 162 0 17 162 15 Duct loads 1 196/4 24% 0 0 190/0 241/a 31 40 Total room load Air required () 0 0 0 0 193 11 201 10 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 - r} t- 2018-Jun-1411:45:54 I A .• - Right- SuiteOLIniversal201818.0.11 RSLO25029 Page 10 t 193 WelhngtonARHG FlexwDZ OpWmth - N rup Cale = MJB House faces. W wrightsoft• Right,JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 193 Wellington A RHIG flex... Data: 611412O18 W. MUNIOR 7225 Sandsceve CL Suite 1. Writer Park. FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneStopCoohnp.com License: CAM32444 1 Room name TOP BTH3 2 wall 6.0 It 0 It 3 Room height 9.0 It healkool 9.0 R heattod 4 Roomdnlensions 6.0 x 8.5 If 6.0 x 5.5 R 5 Room area 51.0 IF 33.0 1? Ty Construction UJvalue Or HTM Area (Ill Load Area (III Load nunberI BtiRlrll'-'F) B¢ or perimeter (fq BWh) or perimeter (IQ Btuh) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod 6 Val 1213-09N 0.097 n 2.46 2.83 54 51 126 144 0 0 0 0 4A5-2om 0.540 n 13.71 13.69 3 0 41 41 0 0 0 011-G 4A5-2om 0.550 n 1397 13.40 0 0 0 0 0 0 0 0 W 13A4om 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 Val 1-G 12B-Ow 0.097 a Z46 2.83 0 0 0 0 0 0 0 0 4AS2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 h 13A-4ocs 0.143 a 3.63 291 0 0 0 0 0 0 0 0 4A5.2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 1397 16.33 0 0 0 0 0 0 0 0 4AS2omd 0 580 a 14.73 22.34 0 0 0 0 0 0 0 0 WI mil' 12B-09w 0.097 s Z46 Z83 0 0 0 0 0 0 0 0 4BS-21m 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 V,V 13A•4oce 0.143 s 3.63 Z91 0 0 0 0 0 0 0 0 4A5-2om 0.540 s 1371 14.76 0 0 0 0 0 0 0 0 1213-09N 0.097 w Z46 Z83 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5.2om OS50 w 13.97 28.33 0 0 0 0 0 0 0 0 485.2(m 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A'4ors 0.143 w 3.63 Z91 0 0 0 0 0 0 0 0 4AS2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 2SA1 0 0 0 0 0 0 0 0 11D0 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R 12C-09N 0.091 Z31 1.52 0 0 0 0 0 0 0 0 D 11D0 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 51 51 41 74 33 33 27 48 F 19A-0bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19rsm 0049 OA3 0.31 0 0 0 0 0 0 0 0 F 22A-Glm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDemurson 17 3 Envelopeloss/gain 208 241 27 45 12 a) Infiltration 63 23 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Omipards@ 230 0 0 0 0 Applianoesb1her 0 0 Subblal (lines6 b 13) 272 265 27 45 Less w erral load 0 0 0 0 Lesstrans(er 0 0 0 0 Redistribution 5 8 29 48 14 Subtotal 277 273 56 92 15 Ductloads 1 191/4 24%1 53 67 19%1 24% 11 23 TOW room load 330 340 66 115 Air required (dm) 18 17 4 6 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rF/- w_ rlghtcsoft' 2018Jun-1411:4554 Right -Suite® Universal 201818.0.11 RSU25029 Page 11 t 193 Wellington ARHG FlemDoor OpMblh - N rup Calc = Mt8 House (aces: W wrightsoft• Right-J® Worksheet Job: Entire House Date: BY One Stop Cooling and Heating 7225 Sandscove CL Suite 1. Writer Perk FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCooling.com License: CAC032444 Lot 193 Wellington A RHG Flex... 6114/2018 MUNIOR 1 Room name YNC3 BEDS 2 Ewall 120 ft 22.0 ft 3 Room height 9.0 R heattool 9.0 ft heatkod 4 Room dimensions 5.0 x 7.0 R 13.5 x 13.5 R 5 Room area 35.0 r 1823 Il° Ty Coratrudon U-value Or HTM Area (R*) Load Area (fn Load number IBtuhV-'F) Bluh" or perimeter (to Bdh) or perimeter (fo BbAt) Heat Cod Gross NAS Heat Cod Gros NAPIS Heat Cod 6 wJ 128-09N 0.097 n 246 283 45 45 111 127 77 62 151 174 I- GG 4A5.2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4A5. 2om 0.550 n 13.97 13.40 0 0 0 0 15 0 209 201 W 13A-40cs 0.143 n 363 2.91 0 0 0 0 0 0 0 0 11 VjJ G 128- 09N 0.097 a 246 2.83 0 0 0 0 0 0 0 0 4A5- 2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 13A- 4005 0.143 a 3.63 291 0 0 0 0 0 0 0 0 4A5. 2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4A5. 2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 q/ C 12& 0s+v 0.097 s 246 283 0 0 0 0 0 0 0 0 48S2fm 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 V J C 13A 0.143 s 3.63 291 0 0 0 0 0 0 0 0 4AS2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 128- 09N 0.097 w 246 283 63 57 140 161 122 118 289 332 4A5. 2om 0.550 w 13.97 28.33 0 0 0 0 4 0 56 113 4A5. 2om 0.550 w 13.97 28.33 6 0 84 170 0 0 0 0 4A5. 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4135. 21m 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A 400i 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5. 2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5- 2om • 0.550 w 13.97 26A1 0 0 0 0 0 0 0 0 1100 12CLO w 0. 390 0. 091 w 9.90 231 12. 31 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FL__ D 11DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 35 35 28 50 182 182 148 263 F 19A-0bscp 0295 281 200 0 0 0 0 24 24 68 48 F 19C-19c = 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A[pm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcursion 37 4 Envelopelosslgain 363 546 922 1047 12 a) Infiltrabon 127 47 233 86 b) Room ventilation 0 0 0 0 13 InWffW gains: 0-pants 230 0 0 1 230 Appliancesb1tvar 0 0 SubbAal ( lines 6 b 13) 490 593 1154 1363 Less wannal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 18 29 14 Subbtal 490 593 1172 1392 15 Duftloads 19% 24% 94 145 190/0 24% 225 340 Total room bad 585 737 1397 1732 Air required (dm) 33 37 80 87 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. r* wrlgfstsoft 2018Jun-14114554 A-- -- Right• Suite®Universal 201818.0.11 RSLI25029 page 12 J 193 Wellington FleAvWor OpMblh - N rup Calc 2 MJ8 House faces: W wrightsoft~ Right-J® Worksheet Job: Entire House Date: BY One Stop Cooling and Heating 7225 Sandscove CL Suite 1, VWlnter Perk, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 V*b: wwwOneStopCooling.dam License: CAC032444 Lot 193 Wellington A RHG Flex... 6/14/2018 MC/RI/DR 1 Room name MBED MHALL 2 Elgrosed wall 37.5 R 6.0 It 3 Room height 9.0 It heaV000l 9.0 It heaVcool 4 Room dimensions 1.0 x 289.3 It 6.0 x 6.0 li 5 Room area 289.3 IF 36.0 ft' Ty Cdxtaudon U-value Or HTM Area (in Load Ama (r) Load number BojhA-'F) BMVR'I or perimeter (Iq Bhtrt) or penmeler (Iq Bdh) Heat Cod Gross NiP/S Heat Cod Gross NAS Heat Cod 6 1q1 1284sw 0.097 n 246 2.83 36 36 89 102 0 0 0 0 4L--GG 4A5•2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4AS2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A-40cs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 Vt12&Osw I-. G 0.097 a 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 vh13A-40 0. a 3. 2.91 0 0 0 0 0 0 0 0 4A5.2om 0.550550 a 13.9797 28.33 0 0 0 0 0 0 0 0 4AS-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5.2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 1qJ 12&0sw 0.097 s 246 2.83 122 122 299 344 54 54 133 153 4BS2fm 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0G VjJ t-G 13A 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4AS2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B 09N 0.097 w 246 283 180 157 387 444 0 0 0 0 4AS2om 0.550 w 13.97 28,33 0 0 0 0 0 0 0 0 4AS-2orn 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 15 0 209 425 0 0 0 0 4B5-2fm 0.540 w 13.71 30.66 8 0 110 245 0 0 0 0 13A-40cs 0.143 w 3.63 2.91 0 0 0 0 0. 0 0 0 4AS2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5-2om OS50 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 2SA1 0 0 0 0 0 0 0 0 11D0 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 q 12C-09N 0 091 231 1.52 0 0 0 0 0 0 0 0 t--0 11D0 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 289 289 235 417 36 36 29 52 F 12"bsdp 0295 281 2.00 0 0 0 0 0 0 0 0 F 19C-19a= 0.049 OA3 0.31 285 285 123 87 36 36 16 11 F 22A-cpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDexdurson 123 15 Envelopeloss/gain 1452 2187 178 201 12 a) hltihration 396 146 63 23 b) Room ventilation 0 0 0 0 13 Internal gams Occupants® 230 2 460 0 0 AppIW=sbttw 0 0 Sublotal (lines6 to 13) 1848 2793 241 224 Len eAernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 94 98 241 224 14 Subblal 1942 2891 0 0 Duct loads 1 19%1 241/a 373 706 190/4 24% 0 0 r Total room load I 1 23151 3597 0 0 Air required (cfm) 132 180 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrtgtilzSoft- 2018-Jun-1411:45:54 Right -Suite® universal 201818.0.11 RSU25029 Page 13 t 193 WellingtonARHG FlexwDoor OpMblh - N rup Calc - MA House taoes: W wrightsoR, Right-J® Worksheet Job: Lot 193 Wellington RHG Flex... Entire House Date: 6114/2018 W. MGW/OR One Stop Cooling and Heating 7225 Sandsom CL Suite 1. Wlnter Perk. FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: owrwOneSropCooling.com Uoense: CAC032444 1 Room name MVNC MTOI 2 Exposed wall 0 rt 0 n 3 Room height 9.0 Q heaVocol 9.0 ft healkool 4 Room dn>ensions 1.0 x 79.3 It 5.5 x 4.0 R 5 Room area 79.3 IV 22.0 R' Ty Cons4uchon U-value Or HTM Area (f12) Load Area (R*j Load numberI Btuh&-'F) BIaW or perimeter (fl) BWh) or perimeter (fl) Bth) Heat Cod Gross NrPrS Heat Cod Gnus NAS Heat Cod 6 1qJ 12B-09w 0.097 n 246 2.83 0 0 0 0 0 0 0 0 L-_C 4A5-2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4A5.2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A4ocs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 VfL- 12B-09w 0.097 a 246 2.83 0 0 0 0 0 0 0 0 4A5.2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 13A40cs 0.143 a 3.63 2.91 0 0 0 0 0 0 0 0 T-=-G 4A5.2om 0.550 a 13.97 28.33 0 0 0 0 0 0 0 0 4AS-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4A5.2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 1qJ C 12B-09N 0.097 s 246 2.83 0 0 0 0 0 0 0 0 485-2fm 0.540 s 13.71 13.69 0 0 0 0 0 0 0 0 13A4ocs 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 4AS2orn 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B-09N 0.097 w 246 2.83 0 0 0 0 0 0 0 0 4AS-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4AS2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4B5.211M 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A4ors 0.143 w 3.63 2.91 0 0 0 0 0 0 0 0 G. 4A5.2om 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5.2om 0.550 w 13.97 28.33 0 0-_ 0 0 0 0 0 0 4AS2o(n 0.550 w 13.97 26A1 0- 0 r 0 0 0 0 0 0 11D0; 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 R' 12C-09ry 0.091 231 1.52 0 0 0 0 0 0 0 0 L-o 11D0 ' 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.81 1.44 79 79 64 114 22 22 18 32 F 19A-0bscp 0295 2-81 2.00 0 0 0 0 0 0 0 0 F 19C-190= 0.049 0.43 0.31 73 73 31 22 18 18 8 6 F 22A-qxn 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c)AEDexcurson 8 2 Envelope losslgain 96 128 26 35 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Applia mes w 0 0 Subblal (lines6lo 13) 96 128 26 35 LesseAerral bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 101 109 10 16 14 Strblotal 197 237 35 51 15 Duct W& 1 190/4 24%1 38 58 190/6 241/6 7 12 Total room bad I 1 2351 295 42 64 Air required (d(n) 13 15 2 3 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. 4-1- wvI0ttm0Cbft- 2018•Jun-14114554 Right-SuL-OLiniversal 201818.0.11 RSU25029 Page 14 t 193 WbllingtonARHG FlexwOoor Opkbth - N1up Cede - MJ8 House faces W wrightsoft Right-l®Worksheet Job: Lot 193Wellington AMGFlax Entire House Date: 6114/2018 Bjr MUNIOR One Stop Cooling and Heating 7225 Sands000e CL Suits 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwvcOneStopCooling.com License: CAC032444 1 Room name METH HALL2 2 Exposed wall 13.0 R 0 ft 3 Room height 9.0 R heattod 9.0 n heaftol 4 Room dmensons 1.0 x 1225 It 1.0 x 125.3 It 5 Room area 1225 IF 125.3 M Ty Construction U-value Or HTM Area (g') Load Area (in Load number I Btithffe-'F) BtirhAt*) or perimeter (ll) Btuh) or perimeter (tl) Bhrh) Heat Cod Gross NPPIS Heat Cod Gross NiPIS Heat Cod 6 Vjl 128.09w 0.097 n 246 2.83 0 0 0 0 0 0 0 0 4A5.2om 0.540 n 13.71 13.69 0 0 0 0 0 0 0 0 4A5.2om 0.550 n 13.97 13.40 0 0 0 0 0 0 0 0 W 13A4ocs 0.143 n 3.63 2.91 0 0 0 0 0 0 0 0 11 G 128- 0sn 0.097 a 246 2.83 0 0 0 0 0 0 0 0 4A5-2om 0S50 a 13.97 28.33 0 0 0 0 0 0 0 0 13A4=0. 143 a 3. 2.91 0 0 0 0 0 0 0 0 4AS-AS2om 0.550 a 13.9797 28.33 0 0 0 0 0 0 0 0 4AS-2om 0.550 a 13.97 16.33 0 0 0 0 0 0 0 0 4AS-2omd 0.580 a 14.73 22.34 0 0 0 0 0 0 0 0 gyp/ t- C 12B-Osw 0.097 s 246 2.83 117 109 268 308 0 0 0 0 48521m 0. 540 s 13.71 13.69 8 8 110 110 0 0 0 0 yJ 13A 4= 0.143 s 3.63 2.91 0 0 0 0 0 0 0 0 I-G 4A5-2om 0.540 s 13.71 14.76 0 0 0 0 0 0 0 0 12B-0sw 0.097 w 2-46 283 0 0 0 0 0 0 0 0 4A5-20m 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 13.97 28.33 0 0 0 0 0 0 0 0 4135-21m 0.540 w 13.71 30.66 0 0 0 0 0 0 0 0 13A4o s 0.143 w 3.63 291 0 0 0 0 0 0 0 0 4AS-2om' 0.540 w 13.71 22.18 0 0 0 0 0 0 0 0 4A5-20m 0.550 w 13.97 28.33 0 0 0 0 0 0'. 0 0 4A5-2om. 0.550 w 13.97 26.41 0 0 0 0 0 0 i. -0 0 11 DO 0.390 w 9.90 12.31 0 0 0 0 0 0 0 0 P i---- 0 12C-09w 11D0 0. 091 0.390 n 231 9. 90 1.52 12.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16CR- 30ad 0.032 0.61 1.44 123 123 100 177 125 125 102 181 F 19A- 0bscp 02952.81 2.00 0 0 0 0 0 0 0 0 F 19C- 19cscp 0.049 0.43 0.31 114 114 49 35 3 3 1 1 F 22A< pm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AEDexOursion 42 11 Envelopelossfon 527 587 103 170 12 a) Irttiltration 137 51 0 0 b) Room ventilation 0 0 0 0 13 Internal gains Ooouparb@ 230 0 0 0 0 Applianoeslother 0 0 Subblalpines6b13) 664 638 103 170 Less eAsmal load 0 0 0 0 Less hvtsfer 0 0 0 0 Redistribution 93 96 103 170 14 Subtotal 758 734 0 0 DuY bads I 19*A 24%1 145 179 19% 24% 0 0 r Total mom load I 1 903 1 9130 0 Air required ( dim) 51 46 0 0 Calculations approved NACCA to meet all requirements of Manual J 8th Ed. 201&Jun- 1411:45:54 Right•SuileOUnhersa1201818A. 11 RSLI25029 Page 15 t 193 WppingtonARHG FiexwOoor OpMbth - N1up Cale= MJB House faces. W Static Pressure and Friction Rate Job: Lot193 Wellington ARHG... Wrl jht50ft• Date: 6/14/2018 Entire House By: MGRUDR One Stop Cooling and Heating 7225 Sandsoove CL Suite 1. Wnter Perk, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wAwOneStopCooling.com License: CPC032444 Project• • For. 3096 - Wellington GRH - W, Park Square Homes 3975 Night Heron Dr, Sanford, FL Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier.. • 0 0 Balancing damper 0. 0' Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return ft) ft) Measured length of run -out 13 18 Measured length of trunk 30 0 Equivalent length of fittings 145 35 Total length 188 53 Total effective length 241 Supply Duds Return Duds Friction Rate Heating in/100ft) 0.141 OK 0.141 OK Cooling in/100R) 0.141 OK 0.141 OK Fitting Equivalent LengthDetails Supply 4X=35,11A=20, 11 G=5, 11 G=5, 11 A=20, 11 J=1 5, 11 G=5, 1A=35,11G=5: TotalEL=145 Return 6M=20, SE1=10,11G=5: TotalEL=35 1 -- wrightsoft• 201e-Jun-1411:45:56 itght SwtsOUnioersa1201918.0.11 RSU25029 Page 1 iCK.-t193WellingtonARHGFlexwOoorOpMbth-Krup Calc=MJ8 House faces, W wrightsoft9 Duct System Summary Entire House One Stop Cooling and Heating Job: Lot 193 Wellington RHG ... Date: 6/14/2018 By: MORMR 7225 Sandscove CL Suite 1, VWnter Park, FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web: vmwOneStopCooling com Lioense: CAM32444 r-roject intormation For. 3096 - Wellington GRH - W, Park Square Homes 3975 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 0.265 / 0.075 in H2O 0.141 in/100ft 1567 dm 241 ft Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.265 / 0.075 in H2O 0.141 in/100ft 1567 dm Name Design Btuh) Htg dim) Clg dm) Design FIR Diam in) H x W in) Dud Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 h 3942 224 155 0.141 8.0 Ox 0 VIFx 43.2 145.0 st3 8E03 c 1732 80 87 0.196 6.0 Ox 0 VIFx 20.4 115.0 st4 BEO4 c 2138 86 107 0.197 6.0 Ox 0 VIFx 19.2 115.0 st4 BEDS c 2140 86 107 0.167 6.0 Ox 0 VIFx 38.2 120.0 st5 BTH2 h 884 50 24 0.147 4.0 Ox 0 VIFx 40.2 140.0 st3 BTH3 c 115 4 6 0.213 4.0 Ox 0 VIFx 14.6 110.0 st4 CAFE h 3029 172 120 0.203 8.0 Ox 0 VIFx 15.7 115.0 st1 DROP h 700 40 32 0.181 4.0 Ox 0 VIFx 26.7 120.0 st1 FAMILY h 2151 122 115 0.142 6.0 Ox 0 VIFx 41.4 145.0 st3 FLEX h 3825 218 171 0.192 8.0 Ox 0 VIFx 17.7 120.0 st1 GAME c 3199 73 160 0.161 8.0 Ox 0 VIFx 39.8 125.0 st5 KR c 2016 77 101 0.204 5.0 Ox 0 VIFx 10.2 120.0 SO LORY c 987 42 49 0.201 4.0 Ox 0 VIFx 16.7 115.0 st1 LIN h 193 11 10 0.209 4.0 Ox 0 VIFx 11.8 115.0 s14 MBED c 1798 66 90 0.169 5.0 Ox 0 VIFx 36.9 120.0 st5 MBEDv4 c 1798 66 90 0.168 5.0 Ox 0 VIFx 38.1 120.0 sty METH h 903 51 46 0.174 4.0 Ox 0 VIFx 32.6 120.0 sty wrDl c 64 2 3 0.178 4.0 Ox 0 VIFx 29.1 120.0 sty MwC c 295 13 15 0.175 4.0 Ox 0 VIFx 31.2 120.0 sty PAN h 278 16 14 0.209 4.0 Ox 0 VIFx 11.7 115.0 st1 TOM h 330 19 17 0.218 4.0 Ox 0 VIFx 11.5 110.0 st4 wC3 c 737 33 37 0.200 4.0 Ox 0 VIFx 17.5 115.0 st4 wC4 h 262 15 14 0.199 4.0 Ox 0 VIFx 18.0 115.0 st4 wrightsoft' 2018-Jun-141145.56 Rght Sui1e®Universal201818.0.11 RSU25029 Page 1 ACCK ...1193 WallingtonARHG FlexwDoor OpMbth - Krup Calc= MJ8 House faces. W Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FR fpm) in) in) Material Trunk st1 PeakAVF 962 780 0.141 689 16.0 0 x 0 VinlFlx st4 PeakAVF 247 277 0.196 626 9.0 0 x 0 VinlFlx st2 st2 PeakAVF 605 787 0.161 736 14.0 0 x 0 VinlFlx st3 PeakAVF 397 294 0.141 506 12.0 0 x 0 VinlFlx st1 sty PeakAVF 358 510 0.161 650 12.0 0 x 0 VinlFlx st2 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Dud Name Size (in) dm) dm) 04 FR fpm) in) in) Opening (in) Mall Trunk rb3 Ox 0 86 107 53.3 0.141 400 7.0 Ox 0 VIFx rb2 Ox 0 519 680 32.1 0.234 636 14.0 Ox 0 VIFx rb1 I Ox 0 1 962 780 49.6 1 0.151 6891 16.01 Ox 0 1 VIFx wrightsoft' 2018-Jun-1411:45.56 1 „.,..,,, ,,,, filghFSuiEe®Universa1201818.0.11 RSU25029 Page CCK ..J 193 WaIlingtonA RHG FlexwDoor OpMblh - N rup Cale = MJ8 House faces: W Manual S Compliance Report Job: Lot 193Wellington ARHG... wrightsoft° Dais: 6114/2018 Entire House By: MCNIDR One Stop Cooling and Heating 7225 Sandscove CL Suite 1, Wrnter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web: vwm0neStopCooling.com License. CAC0324" Project• • For. 3096 - Wellington GRH - W, Parik Square Homes 3975 Night Heron Dr, Sanford, FL Cooling Equipment Design Conditions Outdoor design OB: 92.6°F Sensible gain: 31348 Btuh Outdoor design WB: 75.9°F Latent gain: 4277 Btuh Indoor design DB: 74.6°F Total gain: 35625 Btuh Indoor RH: 50% Estimated airflow: 1567 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Trane Model: 4TWR6048H1+TEM6AOD48H41++TDR Actual airflow: 1567 dm Sensible capacity: 35250 Btuh 112% of load Latent capacity: 11750 Btuh 275% of load Total capacity: 47000 Btuh 132% of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 27529 Btuh Indoor design DB: 69.6°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Trane Model: 4TWR6048H1+TEM6AOD48H41++TDR Actual airflow: 1567 cfm Output capacity: 45500 Btuh 165% of load Supplemental heat required: 0 Btuh Backup equipment type: • Elec strip Manufactuurer. Model: Actual airflow: 1567 cfin Output capacity: 8.0 kW 99% of load Temp. rise: 54 OF Meets all requirements ofACCA Manual S. Entering coil DB: 75.7°F Entering coil WB: 62.7°F Entering coil DB: 69.2°F Capacity balance: 32 OF Economic balance: -99 OF W rightsoft' 2018- Jun-14 11 A5a6 RiehFSui" Universal 201818.0.11 RSU25029 Page 1 ACCA .., t 193 WbningtonARHG FlemDoor OpMbih - Hlup Celc = NUB House faces: W Level 2 8x4 MHALL 104 METH 51 cfm 107 cfm O 8x4 EF1 R 4" VT104 90 cfm BE05 g„ L 2 n—r5„ 10x10RAMT0 MBED 107cfm MWIC EN VTR 5 3 cfrn 8x4 = 12x12 10x6 7" STR2 10 k 10 90 cfm 10x10 8„ 160r,trn 8„ 3 x18 RA 1ox10 BEDS GAME 962cfm 12" 1043 HALL2 6 x 87cfm 1 12,. EF1 VTR LRB1 B 6" 10x10 RA 680cim 6„ 14•• 9.• 4" p Riser 8x4 BEN 1 19cfm 10x6 - 4" 107On g- 4„ 4„ RB1 8x4 8x 4 37 cfm 8x4 11 cfr LI 013 WIC3 15cfm W EE1 VTR m ZONE DAMPER 16" DAMPER 1 ST FLR 14" DAMPER 2ND FLR 12" BYPASS Job #: Lot 193 Wellington A RHG FlexwD... One Stop Cooling and Heating Scale: 1 :100 Performed by MC/RI/DR for. Page 2 3096 - Wellington GRH - W 7225 Sandscove CL Suite 1 RightSuiteO Universal 2018 3975 Night Heron Dr Winter Park, FL 32792 18.0.11 RSU25029 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018,1un-1411:46:21 www. OneStopCooling.com ...n A RHG RexwDoor OpMbth - N.nip Level 1 EF1 ViW EF1 = 50 CFM Fan 8X4 EF2 = 80 CFM Fan 10X10 46ch EF3 =110 CFM Fan 225cfm EF1.1 = 50 CFM Fan g• BTH2 Sup Riser EF 3 =111 CFM Fan 4.. 16" , GARAGE VTR = Vint to Roof BED2 FBB 1 10" VTW = Ment to Wall 14 x 14 DV = Dryer Vent 14 x 14 RV = Range Ment 12" — — = Lineset Chase Condensate FAMILY STR1 OT = Thermostat 18/8 8.. SRB = Small Reduction Box F BB10x8 LRB = Large Reduction Box 130c1m FBB = Field Built Box 7" FOYER 8X4 7" 26 cfm 7PAN FBB 3 9" 10 410x1010X10 140 ch 0 ch 225 ctim IT 8X4 LDRY FLEX DV VTW Job#: Wellington D RHG 0ne-Stop Cooling and Heating Scale: 1 : 92 Performed by MC/ATBP/ATILF for: Page 1 Park Square Homes 7225 Sandscove Ct. Suite 1 RightSOL4Universal 2018 Winter Park, FL 32792 18.031 RSU21856 Phone: ( 407) 629 - 6920 Fax (407) 629 - 9307 2019Jan-0315.4923 w wcOneStopCoohng.00m ..FlexwDoorOpMblh-N UPDATEDrup N Level ` BEDS MBTH - 8X4 45 clin 115ctm EF1 ViR O 4" — 10X6 10x6 looctm 8X4 4ch 8X4 Sup Riser 16 cfin 16" Er F MBED lox 10 O 6 E 4" MWIC 6 8^ MT01 lox 10 FBB 4 100c6n 6" 1 STR2 0X6 8x18 16x16 10X8 10" 14"' 127 ctm 16" 8" 7" lox 10 GAME 16" LRB 1 BEDS lox 10 8" 6" 10X6 g» T SRB1 98ctm 10x 10 4" 8 din 12' I ` 16" 6^ 1 4" BTH3 S RA BED4 E i56ictinn 4 TOO 4» 10X6 q» 24cfin y . ZONE DAMPER LIN 08X4 cim119ctm 16" DAMPER 1ST FLR o8)4 EF1 VTR 8X4 16" DAMPER 2ND FLR 2WIC4 WIC3 12" BYPASS EF1 VrR 12X12 Laundry Chute Job #: Wellington D RHG Performed by MC/ATBP/AT/LF for: Park Square Homes One Stop Cooling and Heating 7225 Sandsoove Ct. Suite 1 Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 w vw0neStopCooling.com Scale: 1 : 92 Page 2 RightSuibaO Universal2018 18.0.31 RSU21856 2019Jan-0315.4923 FIexwDoorOpMbth-N UPDATEDnrp