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HomeMy WebLinkAbout4008 Night Heron Dr 18-1867EMINOLECOUNTYOFSTATEMENT ^ 1 / _ Z IMPACT FEE STATEMENT y l.0 J STATEMENT NUMBER: 18100004 DATE: May 07, 2018BUILDINGAPPLICATION #: 18-10000435 BUILDING PERMIT NUMBER: 18-10000435 UNIT ADDRESS: NIGHT HERON DRIVE 4008 17-20-31-502-0000-0620 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: 4008 NIGHT HERON DRIVE / WYNDHAM PRESERVE / SFR FEE- _____ - - BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE----------------------------------RATE------UNITS----TYPE------------------ ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unitROADS -COLLECTORS 705.00N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 1.000 dwl unitSCHQOLSCO -.WIDE ORD 54.00 PASingle Family Housing 91000.00 1.000 dwl unit 91000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. V PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESt, b DAYS OF THET BERDATEDBYABOVEILBUTNOLATERNTHHANUESTWITHIN45CALENDARCERTIFICATEOF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW THE OFTHEOPIESEETOFRULESEQQGOVERNINGSAPPEALSMAYNTYBEPPICKEDUP, OR EENT CODE. REQUESTED, FROM THE BUSINESS OFFICE- 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 ENT SHOULD YEIOMNEY OTRPNLODIETHE COUNTY UIILDINGPRMT NUMBER ATHETOEFTOFTHSSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDARDAYSFROMTHEDATEABOVE 1111111111111111111111111111ParcelIDNumber: I7-20-31-502-0000416_Z 0 GRANT MALOY, SEMINOLE COUNTYCLERKOFCIRCUITCOURT & COMPTROLLERPreparedByDaphneClarkBK9153Ps171 (1 P9 s ) and Park Square Homes CLERK'S 0 2018068019 RECORDED 06/ 14/2ii18 i12: 26 , 3it Pr; Return To: 5200 Vineland Road, Suite 200 RECORI-ING FEES $10.Ciii Orlando, F132811 RECORDED BY tsn i th NOTICE OF COMN[ENCEMENT. State of Florida. County of Seminole. Permit Number : p 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 62 Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-1022, of the public re rrd"ss ofSe yin/oleCounty, Florida. Address : wAho Aswvrt (/ Sanford FI 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 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, FI 32811 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. l3(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed: Signature of Owner's Agent: 416" Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne Clark My commission expires: 6/27119 Serial No. FF209109 Nota Qnature: 0 0 0,0avADZMA - I t0°'-', Ep Cp A4SaaL E BOA `';:,z' K I eal: pN0 DEp 1`( Ct SEt0 pate APR 1 a Hig Z CITY OF a5 J, S v Building & Fire Prevention DivisionORDPERMITAPPLICATION FIRE DEPARTMENT Application No: 1 9- (9 6 1 t S Documented Construction Value: S 00 Job Address: QQd A)141 FHE&AJ Historic District: Yes NoFv-/] Parcel ID: 17-20-31-502-0000- 062- 0 Residentiala Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code CONTACT••` Daphne Clark Revised: January I, 2018 407-257-6940 Permit Application Daphne®PermltsPermltsPermits.com A 14% NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured of 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. IL4,_ - 4 kql,(e u Signature of Owner/Agent ^tc Signature of Contractor/Agent to VISHAAL S GUPTA VISHAAL S G - Pnnt Owner/Agent' a Print Contracto arne Signature o o -State of Florida Date Signatu of Notary -State of Florida Date r•.rt•:: D.A.CLMK t MY COMMISSION 8 FF 209108 + , •• D A CM EXPIRES: June 27, 2019 * * My COMMISSION 8 FF 209108 e+ eaaa nw euptt Notxy saKor EXPIRES: June 27.2019 Banded n" 80*t Not Owner/Agent is YES Personally Known to Me or Contractor/Agent is Yff Personally Known71oMe or Produced I D N/A Type of l D Produced I D N/A Type of I D BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical a Mechanical R Plumbing[ Gas[] Roof Construction Type: Occupancy Use: 23 Flood Zone: Y-S c6 R r r4cHtJ> Total Sq Ft of Bldg: 9'7SL Min. Occupancy Load: I'( # of Stories: k V P5 New Construction: Electric- # of Amps 20o Plumbing - # of Fixtures '\, Fire Sprinkler Permit: Yes No ® # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: k (11,0116 UTILITIES: WASTE WATER: ENGINEERING: tMtG Ae30 1019 FIRE: BUILDING: SF 7- 2-7 2 COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 41. 9 •/. Igcet. Mot rgcL40-' 11- i3 , CrL Revised: January 1, 2018 Permit Application CITY OF Ski4FORD FIRE DEPARTMENT ut%likY .A-q5 Building & Fire Prevention Division PERMIT APPLICATION Application No: 1 8- ( 8 & 1 Documented Construction Value: S. //0 rid Job Address: 4969 NKAT—HEICQAJ Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- 062- 0 Residentiala 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: Fax: City, St, Zip: E-mail: Bonding Company: Address: N/A Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing,. signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code CONTACT" Daphne Clark Revised: January 1. 2018 407-257-6940 Permit Application Daphne@PermltsPermltsPermits.com NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. kE,- 4 2k&-- 244:__ qA2SignatureofOwner/Agent ^te Signature of Contractor/Agent Dite VISHAAL S GUPTA VISHAAL S G Print Owner/Agent' a Print Contracto ame l Y( Signature o o -State of Florida Date Si atu f Notary -State of FloridaDategno gyp •°:; , D. A CM r MY COMMISSION 6 FF209108 `.• •. ' D. A. WM EXPIRES: June 27. 2019 * * MY COMMISSION 0 FF 209108 tiara eadoe TAru eu el Nouy Sonieoe y EXPIRES: June 27, 2o19 8aaded ttw 8udgel No S Owner/Agent is YES Personally Known to Me or Contractor/Agent is ff paersonally Known7ol Me or Produced ID N AT- Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type; Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: A0 %- 2r WASTEWATER: ENGINEERING: COMMENTS: Cs BUILDING: Revised: January I, 2018 Permit Application City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 4008 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0620 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) O"CAL S •N 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: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1867 Reviewed by: Michael Cash, CFM Date: April 30, 2018 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit it BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Insptction DescriptionFur l lumbin Under ound Plumbin Tubset Plumbing Sewer Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 isCITY OF Application for Right -of -Way S OPD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done In the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as partof this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested Information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: 4 &T— ,W//Q h f f zw, fine ,it - Aerial Installation Underground Utilities Directional Bore Jack & Bore Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location New pole Q Other (describe): Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length (Feet) It Open Roadway Cuts: Aerial Info: Length (Feet) II of Poles (Existing) (New) This Application is submitted Signature: Print Name: VISHAAL S GUPTA If Firm/ Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: ( - Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or Interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and Indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are In the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction Is completed via tlie following email address: michael.cash0sanfordfl.aov I have read and un he above statement and by signing this application I agree Its&erms. Signature: Date: (.! ' Y Application No: Fee: Date: Reviewed: Public Works Utilities Engineering Inspected By: Conditions': Date: Date: Date: A-36 — 20 19 Date: LIMITED POWER OF ATTORNEY DATE: zi likke I HEREBY NAME AND APPOINT: Alison Pem ill, Anthony Pemoftl, Janey Jahner, Allan Jahner, Gustav Bow, KarenMcmams, EACH AN AGENT OF: PARK -SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: rL70;6,d FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: PARCEL ID : /? D f&-- Mg n/I oo AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) m/ SIGNATURE OF CONTRACTOR) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing k ; VMISH AS ed before me this: DATE: BY: A Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. a to NAME: DAClark 10 9 My Commission!/ FF209108 ar ° 1:yV?"acS0 1, ' Noo My Commission Expires 6127/19 t NoTmy: SCPA Parcel View: 17-20-31-502-0000-0620 http://parceidetai I. scpafl.orgtParcei Detai I I n fo.aspx?PI D=1720315020... Propedy Record Card P I Parcel: 17-20-31-502-0000.0620 I asr.araoou.m apron I Properly Address: 4008 NIGHT HERON OR SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20.31-502-0000-0620 - - ----- - - - - - I — 2018 Working 2017 Certified Values Values Owner BRISSON INV LLC I _ Properly Address 4008 NIGHT HERON DR SANFORD, FL 32773 Valuation Method Cost/Market Cost/Market IrI Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 - -- j I Number of Buildings 0 0 j F - - -- - - --- - - -- -- -- -- I Depreciated Bldg Value Subdivision Name WYNDHAM PRESERVE L---- - Depredated EXFT Value Tax District St-SANFORD Land Value (Market) $51.000 $14.000 OOR Use Code 00-VACANT RESIDENTIAL I ' Land Value Ag Exemptions - Just/Market Value " $61.000 $14.000 119.14 0 114 1' Seminole County GIs Legal Description LOT 62 i WYNDHAM PRESERVE PS 81 PGS 93-102 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) L- - -- Coun Bonds Sales Description _ - Date Find comparable Sales Land Portability Adj Save Our Homes Adj $0 s0 Amendment 1 Adj $0 $0 P&G Adj s0 s0 Assessed Value $51.000 $14.000 Tax Amount without SOH: $266.00 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments I Assessment Value Exempt Values Taxable Value —1t 51,000 $0 $51,000 51.000 $0 $51.000 51.000 $0 $51,000 51.000 $0 $51.000 51.000 $0 $51,000 Page Amount Oualif VacAmp No Sales Method frontage Depth Units Units Price Land Value LOT 1 $51.000.00 $51,000 1 Building Information Permits Permit p o-escAption I I Agency Amount CO Date Permit ate I 1 of 2 3/28/2018, 6:46 PM 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 062 Margate II B LHG Alt MBIh - E Builder Name: Park Square Homes Street: 4008 Night Heron Dr. Zip: FL, Permit Office: City of Sanford Permit Number: USANFOODCity, State, Sanford , 8 6 , Owner: Park Square Homes Jurisdiction: 6 5Design9. 4Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 ft2 b. Frame - Wood, Adjacent R-11.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R. g2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1966.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area above grade (W) 1966 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A R. ft2 11. Ducts R ft2 7. Windows(252.4 sqfl.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 393.2 a. U-Factor: Dbl, U=0.55 131.03 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 25.33 ft2 SHGC: SHGC=0.25 13. Heating systems kB1u/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.478 ft. Area Weighted Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1966.0 sgfl.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2 b. Conservation features b. N/A R. ft2 None c. N/A R. ft2 15. Credits Pstat Glass/Floor Area: 0.128 Total Proposed Modified Loads: 55.50 PASSTotalBaselineLoads: 58.58 I hereby certify that the plans and specifications covered by Review of the plans and of"0 Srt this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signedbyRafed calculation indicates compliance Rafael lzquierdo i.Quie,do with the Florida Energy Code. xyr,••• •,:t' r „ Date: 2616 04.10163154.6Par PREPARED BY: Before construction is completed ra - _ ' " DATE: this building will be inspected for G y compliance with Section 553.908 1 hereby certify that this building, as design , i 'n compliance Florida Statutes. rt, C with the Florida Energy Code. v 00 WE OWNER/A BUILDING OFFICIA DATE: DATE:-1= Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 4/10/2018 4:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 062 Margate II B LHG Alt Bedrooms: 3 User Conditioned Area: 1966 Park Square Homes Total Stories: 1 1 Worst Case: No Park Square Homes Rotate Angle: 0 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot Information Lot # 62 Block/Subdivision: WP PlatBook: Street: 4008 Night Heron Dr. County: Seminole City, Slate, Zip: Sanford , FL, CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1966 18283.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1966 18283.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171 ft 0 1966 ft2 0.29 0 0.71 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emit( Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 2199 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V/ # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1966 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1966 f12 0.1 Wood 4/10/2018 4:21 PM EnergyGauge(D USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavityy Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft2 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 h2 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 5 Garage Frame - Wood Main 11 29 0 9 4 270.7 f12 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 6 8 17.8 h2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 If in 1 h 4 in Drapes/blinds None 2 e 2 Metal Low-E Double Yes 0.54 0.25 N 9.3112 9 It 8 in 1 h 0 in None None 3 e 2 Metal Low-E Double Yes 0.55 0.22 N 16.3 ft2 1 It 0 in 1 h 4 in Drapes/blinds None 4 E 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 4 h 11 in 4 If 0 in Drapes/blinds None 5 s 3 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 6 s 3 Metal Low-E Double Yes 0.54 0.25 N 16.0 ft2 1 It 0 in 1 h 4 in Drapes/blinds None 7 w 4 Metal Low-E Double Yes 0.55 0.22 N 32.7 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 8 W 4 Metal Low-E Double Yes 0.58 0.25 N 96.0 112 6 It 0 in 1 h 4 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 393 ft2 393 fl2 54 ft 9.3 h 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2133.1 117.1 220.23 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1 4/10/2018 4:21 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 IZ411.7111. iT-VTiTii] COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEF None None ft2 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 6 393.2 ft Main 98.3 ft2 Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling( Jan Feb j Mar A r May Jun Jul AugSe Oct Nov Dec Heatin[X} Jan Feb X1 Mar Apr May Jun Jul Au Sep Oct Nov Dec Venting[ LX} 1] Jan [ 1] Feb X1] Mar l Apr May Jun Jul Augl Se [ l Oct X Nov Decl Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/10/2018 4:21 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 4008 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 Installatlon.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using light -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 light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. C R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/10/2018 4:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate tones 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 manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55'F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Healed water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/10/2018 4:22 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 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 -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 TMA, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -healing systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Ouality, 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 Ft- 10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/10/2018 4:22 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1. and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.84C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches'or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI 2 21.56. Pool healers fired by natural or LP gas shall not have continuously burning pilot lights. 4/10/2018 4:22 PM 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 (Mandator%he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 4/10/2018 4:22 PM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 4008 Night Heron Dr., Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1596.00 ft2 b. Frame - Wood, Adjacent R-1 1.0 270.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area (W) 1966 b. N/A R= f12 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.55 131.03 112 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft2 6 393.2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 25.33 ft2 a. Central Unit 28.6 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 27.8 HSPF:9.00 Area Weighted Average Overhang Depth: 3.478 ft. Area Weighted Average SHGC: 0.234 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building gKEs Construction through the above energy saving features which will be installed (or exceeded) .y0 = in this home before final inspection. QAperwise, a new EPL Display Card will be completed based on installed Code compl' es. v », • M•i3 Builder Signature: Date: 1 10 a Address of New Home: , City/FL Zip: w ti COD WE n 3z773 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/10/2018 4:21 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 062 Margate II B LHG Alt MBth - E Builder Name: Park Square Homes Street: 4008 Night Heron Dr. Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous Insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring 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 Pytpntl hph*nti piping and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/10/2018 4:22 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG ... Date: 10/12/2017 By. MC/LM/BP 7225 Sardsoove Cot», suite 1, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooGrgmm License: CAC032444 Project• • For: Park Square Homes 4008 Night Heron Dr., Sanford, FL Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17147 Btuh Structure 19396 Btuh Ducts 3418 Btuh Ducts 3996 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh PipFAuipment Btuh load 20565 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 22831 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2267 Btuh Ducts 857 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ff2) 1973 1973 Equipment latent load 3124 Btuh Volume (1`13) 18347 18347 Air changesMour 0.26 Equiv. AVF 0.14 43 Equipment Total Load (Sen+Lat) Req. total 0.75 SHR 25955 2.5 Btuh toncfm) 80 capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Trade TRANE Model 4TW R603OH 1 AHRI ref 7562380 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 36 OF 9 HSPF 27800 Btuh @ 47°F 27 OF 953 cfm 0.046 cfm/Btuh 0.50 in H2O Backup: n/a n/a Input = 0 kW, Output = 0 Btuh,100 AFUE Make Trane Trade TRANE Cond 4TWR603OH1 Coil TEM6AOB3OH21++TDR AHRI ref 7562380 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13.0 EER,16 SEER 21450 7150 28600 953 0.041 0.50 0.88 BBttuh Btuh cfm cfm/Btuh in H2O Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsolPt- 2018-Apr-10 16:14:10 Flight-Suite®universal 2018 18.0.11 RSU16202 Pape 1 TemplLot062 Margate 118 LHO All M8th- E.rtp Calc. MM Horse laces: E d- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG Alt ... Date: 10/1212017 By. MC/LM/ BP 7225 Sardsmve CotrL Sate 1. Winter Park R. 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoohrg oom License: CAC032444 1 Room name Entire House IN BED 2 Exposed wall 171.0 It 22D It 3 Room height 93 0 d 93 0 heakool 4 Room chmensons 1.0 x 225.9 0 5 Room area 1972.8 tP 225.9 tF Ty Construction U- value Or HTM Area (fF) Load Area (fF) Load number BIUMF-°) 8tutvllh or perimeter (it) Btuh) or perimeter (11) Banh) Heat Cool Gross NIPS Heat Cool Gross N/PiS Heat Cod 6 V1l 13A- 40cs 0.143 n 340 2.85 558 525 1788 1499 56 56 190 159 4A5.2om 13A- 4ocs OS50 0.143 n a 13. 09 340 13.17 225 33 200 0 134 428 456 431 382 0 0 0 0 0 0 0 0 4A5. 2om 0. 540 a 12.85 16.96 9 8 120 158 0 0 0 0 11 4A5-2om 0550 a 13.09 28.10 16 0 214 459 0 0 0 0 4A5-2om 11DO 13A-40( 3 0550 0390 0. 143 a a s 13. 09 928 3.40 27. 91 12. 15 2. 85 16 24 460 0 24 412 214 223 1401 456 292 1174 0 0 0 0 0 0 0 0 0 0 0 0 v 4A5. 2om0. 5w s 13.09 13A5 33 25 428 440 0 0 0 0 F-C 1d485.21n 0.540 s 12.85 13A7 16 16 206 216 0 0 0 0 Val 13A-40cs 41A5.2om 4A5- 2orrd 0. 143 0. 550 0580 w w w 3AO 13. 09 1380 285 28. 10 25. 58 372 33 96 243 0 44 828 428 1325 694 918 2456 149 33 0 116 0 0 395 428 0 331 918 0 1= 1 q 12C- 09w 0.091 2.17 1.48 270 252 545 372 0 0 0 0 0 1100 0390 n 928 12.15 18 18 166 217 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 1973 1973 1502 3450 226 226 172 395 F 22A-cpm 1.180 28.08 0.00 1973 171 4802 0 226 22 618 0 fi c) AED excursion 1207 277 Envelopelow/gain 15074 14821 law 2081 12 a) Infiltration 2073 825 267 106 b) Room vmlafiorl 0 0 0 0 13 Intemal gains: Oozrpantss @ 230 5 1150 2 460 Applianoesb7lar 2600 0 Subtotal (lines 6 t 13) 17147 19396 2069 2647 Less e4smal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17147 19396 2069 2647 15 Duct loads 20% 21%1 3418 3996 20% 21% 413 545 Total room load 20%5 2= 2482 3t93 Air required (dm) 953 SIM 115 130 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr-I ghtaAFt t- 2018-Apr-1016:14:10 A "'" ""^ Riga-Sute® Universal2018 18.0.11 RSU16202 Page I Tempo of 062 Margate 118 LHG All Math - E rip Catc - MM House laces: E wrightsoft• Right-J® Worksheet Job: Lot 062 Margate tl B LHG at... Entire House Date: 10/12/2017 By: MC/LMBP One Stop Cooling and Heating 7225 Sandsoove Coin, Sute 1, Winter Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web ~OnsSlopCoolirg com Ucerse. CA0032444 1 Room name MWIC1 k"C 2 Ewall 125 8 35 fi 3 Room height 93 a heaUmol 93 It heaWool 4 5 Room dimensions Room area 6. 0 x 65 It 39. 0 fP 60 x 35 11 21. 0 IF Ty Construction U-value Or HTM Area (I) Load Area (W) Load number Buvw-'f) at"" or perimeter (A) Bath) or perimeter (R) Bajh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cod 6 W 13A-4o s 0.143 n 340 285 0 0 0 0 0 0 0 0 4A5. 2om 13A- 40cs 0. 550 0. 143 n a 13. 09 3. 40 13. 17 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4A5. 2o(n 0540 a 1225 16.96 0 0 0 0 0 0 0 0 G. 114AS-20m 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5. 2om 0550 a 1309 27.91 0 0 0 0 0 0 0 0 t t DO 13A- 400s 03M 0. 143 a s 928 3. 40 12. 15 2. 85 0 60 0 60 0 206 0 172 0 33 0 33 0 111 0 93 4A5. 2om 0550 s 13.09 13.45 0 0 0 0 0 0 0 0 485- 2hn 0540 s 12,85 13.47 0 0 0 0 0 0 0 0 yl 1 13A- 4ocs 4A5. 2om 05. 20md 0143 0550 0580 w w w 3. 40 13. 09 13, 80 285 28. 10 25. 58 56 0 0 56 0 0 ISO 0 0 159 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2q D 12C- 09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0 1IDO 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.76 1.75 39 39 30 68 21 21 16 37 F 22A-gm 1.180 28.08 0.00 39 13 351 0 21 4 98 0 6 c) AED excursion 23 7 Envelope loss/gain 776 377 225 122 12 a) Infiltration 152 60 42 17 b) Room venfilation 0 0 0 0 13 Internalgarrts: Ooaupants@ 230 0 0 0 0 Appllancasblher 0 0 Subtotal ( lines 6 to 13) 928 437 267 139 Less external bad 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 928 437 267 139 15 Duct loads I 20% 21%1 185 90 20% 21% 53 29 Total room load I 1 1113 1527 321 168 Air required (dm) 52 21 1 1 15 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ri- wir10&%tr9oft- 2018-Apr-1016:14:10 A Rigtt-Sute®Uriversal2018 18.011 RSU16202 Page 2 Temp1Lol062 Margate 118 LHG All MBIh- E.np Cale - MA House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG Alt ... Date: 10/12/2017 By. MC/LM/BP 7225 Sardscove Cart. SUte 1. Winter Park A. 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web wwwOreSwpCooli g mm License' CA0032444 1 Room name METH MWIC2 2 Exposed Hell 9.0 R 0 It 3 Room height 93 It heaNmol 93 fl heattool 4 5 Room dmerdons Room area 1.0 x 101.4 It 101.4 IF 1.0 x 405 It 40S tF Ty on U-value Or HTM Area (In Load Area (fF) LoadCn8011112-19 SUM or perimeter (A) Btuh) or perimeter (tl) Biuh) Heat Cool Gross NIPS Heal Cod Gross NMIS Heat Cod 6 1ql C 13A•40s 0.143 n 3AO 2.85 0 0 0 0 0 0 0 0 4A5.2om 13A•4ocs 0.550 0.143 n a 13.09 3.40 13.17 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0.540 a 12AS 16.96 0 0 0 0 0 0 0 0 11 4AS-2om 0150 a 13.09 28.10 0 0 0 0 0 0 0 0 4AS-20m 11 DO 0550 0390 a a 13.09 928 27.91 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ots 0.143 s 3.40 2.85 84 68 230 193 0 0 0 0 4A5.20m OS50 s 13.09 QA5 0 0 0 0 0 0 0 0 4B5.2hn 0S40 s 12AS 13A7 16 16 206 216 0 0 0 0 13A-4o s 4A5-2om 0.143 0.550 w w 3AO 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0-w w 13.80 2558 0 0 0 0 0 0 0 0 12C•09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11 DO 0.390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.76 1.75 101 101 77 177 41 41 31 71 F 22A•cpm 1.180 28.08 0.00 101 9 253 0 41 0 0 0 6 c) AED emrsfon 26 4 Em elope lossrgain 766 560 31 67 12 a) Infiltration 109 43 0 0 b) Room %enalation 0 0 0 0 13 Internalgalm Ooapanls@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal (lines 6lo 13) 875 603 31 67 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Sublotal 875 603 31 67 15 Duct loads 1 200 21%1 174 124 20% 21% 6 14 Total room load 1050 728 37 81 Air required (dm) 49 30 2 3 Calculations approved N ACCA to meet all requirements of Manual J 8th Ed. 4&- 2018-Apr-1016:14:10 A Rigt1•Sdte®Urivemal2018180.11 RSU16202 Page Ter pU.ot 062 Margate 118 LHG Alt MBth. E.np Catc - LIS House faces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG Alt ... Date: 10/12/2017 By. MC/LM/BP 7225 Sandsmve Cart, Stile 1. Winter Park, FL 32792 Phore: (407) 629. 6920 Fax: (407) 629.9307 Web: wwwOnsSlopCoolirg com Licence: CAG032444 1 Room name FAM CAFE 2 EVal 335 It 95 ft 3 Room height 93 It heaftol 93 It heaVbool 4 5 Room dimensions Room area 1. 0 x 293.0 ft 293. 0 IF 180 x 95 It 171. 0 IF Ty Consaumon U•value Or HTM Area (W) Load Area OF) Load number Btutv"L+) or perimeter (ft) Btuh) or perimeter (ft) Bnrh) Heat Cool Gross NAS Heat Cod Goss NAS Heat Cod 6 13A-40cs 0.143 n 3.40 225 144 144 491 411 88 56 189 159 4A5. 2om 0.550 n 13.09 13.17 0 0 0 0 33 0 428 431 13A- flocs 0.143 a 3.40 2.85 0 0 0 0 0 0 0 0 4A5. 2om 0540 a 12.85 1696 0 0 0 0 0 0 0 0 11 4A5.2om 0550 a 13.09 2810 0 0 0 0 0 0 0 0 4A5. 20m 0550 a 13.09 27.91 0 0 0 0 0 0 0 0 11130 03W a 928 12.15 0 0 0 0 0 0 0 0 13A- 40cs 0.143 s 3.40 225 0 0 0 0 0 0 0 0 4A5. 2om 0550 s 13.09 13AS 0 0 0 0 0 0 0 0 485. 2ftn 0540 s 12.85 13A7 0 0 0 0 0 0 0 0 1 l L: 2 13A- 4ocs 41A5-tom 4A5.2omd O. 0550 0580 ww w 3. 40 13. 09 1380 2.85 28. 10 2558 167 0 96 71 0 44 243 0 1325 204 0 2456 0 0 0 0 0 0 0 0' 0 0 0 0 1' 12C• 09N0. 091 2.17 1.48 0 0 0 0 0 0 0 0 1100 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 168.30ad 0 032 0.76 1.75 293 293 223 512 171 171 130 299 F 22A-q- 1.180 28.08 0.00 293 34 941 0 171 10 267 0 6 c) AEO exarsion 1310 47 Envelope low/gain 3223 4893 1014 841 12 a) Infiltration 406 162 115 46 b) Room eenolation 0 0 0 0 13 Internal gains Ocagtants@ 230 0 0 0 0 Appliarwesbdw 900 0 Subtotal (Imes 6 t013) 3629 5955 1129 887 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redlstritw6on 0 0 0 0 14 Subtotal 3629 5955 1129 887 15 Duct loads 20% 21% 723 1227 20% 21% 225 183 Total room load 4352 7181 1 1355 1070 Air required (dm) 202 293 63 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrlgf tnoTt- 20 1 8-Apr- 10 16.14:10 A%A Righl- Sute®Uriversa1201818.0.11 RSU16202 Page Temp\Lot 062 Margate 118 LHG All Main - E.rrtp Calc - M18 Horse faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG Alt ... Date: 10/1212017 By: MC/LM/ BP 7225 Sardsoove Cott, Suite 1, Winter Park R- 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCootirg corn License: CA0032444 1 Room name BTH2 WIC3 2 Exflosed wall 0 0 0 0 3 Room height 93 it heat/cool 93 0 heattool 4 5 Room dmerlsions Room area 1. 0 x 593 it 593 (F 4. 0 x 6.0 0 24.0 (F Ty Consinubon U- value Or HTM Area (Its Load Area (In Load number 8nR1IRr-°) Bu"" or perimeter (it) Bluh) or perimeter (it) Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cod 6 V1l C 13A-4005 0. 143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5.20m 13A- flocs 0. 5W 0. 143 n a 13. 09 3. 40 13. 17 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4A5- tom 4AS- 20m 0 540 0 5W a a 1285 13. 09 1696 2810 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20m 11130 0.5W 0390 a a 13. 09 928 27.91 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 13A- 4ocs 0.143 s 3.40 2,85 0 0 0 0 0 0 0 0 4A5.2om 05w s 13.09 QA5 0 0 0 0 0 0 0 0 C G 485.211m 0,540 s 12.85 QA7 0 0 0 0 0 0 0 0 1ql 13A-40cs 4A5-tom 0. 143 O. SW w w 3. 40 13. 09 2. 85 28. 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4A5. 2omd0580w13.80 25.58 0 0 0 0 0 0 0 0 12C-0sw 0. 091 2.17 1.48 0 0 0 0 0 0 0 0 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B.30ad 0032 0.76 1.75 59 59 45 104 24 24 18 42 F 22A-cpm 1.180 28.08 0.00 59 0 0 0 24 0 0 0 61 c) AED excursion 5 2 Envelope loss/gain 45 98 18 40 12 a) Infiltration 0 0 0 0 b) Room venfilauon 0 0 0 0 13 internal gains OoapansO 230 0 0 0 0 Appliarloestiher 0 1 0 Subtotal (lines 6 to 13) 45 98 18 40 Lessextemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 11 23 0 0 14 Slbtolal 56 122 18 40 15 Duct loads 1 20% 21% 11 25 201% 21% 4 a Total room load 67 147 22 48 Air required (dm) 3 6 1 2 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrrtgs+tno*'e' AGG. Right-Silte® Uriversat 2018 18.0.11 RSU16202 Page s TempALot 062 Margate 11 B LHG Alt Math - E.np Calc . MJB Florae laces: E 2016-Apr-1016: 14:10 wrightsoft• Right-J® Worksheet Job: Lot 062 Margate II B LHG Alt... Entire House Date: 10/12/2017 One Stop Cooling and Heating By: MC/LM/BP 7225 Sardsoove Coup, Stite 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: wwwOreStopCoolirg tom License: CAC032444 1 Room name BEDS KIT 2 EVosed welt 12.0 It 11.5 it 3 Room height 93 It heatbod 93 h heattoeol 4 5 Roomc4mensions Room area 10 x 1570 it 157.0 fF 1.0 x 208.8 it 208.8 fF Ty Coratcdon U-value Or HTM Area ((F) Load Area QF) Load number BtuhAF n BL, I or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cod Bross N/P/S Heat Cool Gross NAS Heat Cod 6 t G 13A-40ts 0.143 n 3.40 2.85 0 0 0 0 107 107 364 305 4A5.2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 0.143 a 3.40 2.85 0 0 0 0 0 0 0 011ti13A-40os 4A5.2om 4A5.20m 0540 0.550 a a 12.85 13.09 16.96 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-20m 11D0 0.550 0390 a a 13.09 928 27.91 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 13A•40Cs 0.143 s 3.40 2.85 112 95 324 272 0 0 0 0 4A5.2om 485.21m 0.550 0S40 s s 13D9 12.85 13.45 13.47 16 0 13 0 214 0 220 0 0 0 0 0 0 0 0 0 13A-4as 41A5.2om 0.143 0.550 w w 3.40 13.09 2.85 28.10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2omd 0.580 w 13.80 25.58 0 0 0 0 0 0 0 0 12C-09w 0091 2.17 1.48 0 0 0 0 0 0 0 0 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.76 1.75 157 157 120 275 209 209 159 365 F 22A-Wn 1.180 28.08 0.00 157 12 337 0 209 12 323 0 6 c) AED ext urrsion 45 97 Envelope losstgain 995 722 846 573 12 a) Infiltration 145 58 139 56 b) Room ventiladorl 0 0 0 0 13 Internal gains: Ompants@ 230 1 230 0 0 Applianoesblher 0 1200 Subtotal (lines 6 to 13) 1140 1009 985 1829 Lessemmalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 15 277 277 14 Stbtotel 1147 1024 1262 2106 15 Duct I 20%a 21%1 211 209/. 21% 252 434 Total room load I 1 1 1376 1235 1514 2540 Air required (dm) 64 50 1 1 70 103 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. ti.t- wrlghteoTt- 2018-Apr-1016.14:10 Right-Sute®Ltriversal201818.0.11 RSU16202 Page Ter p%Lot 062 Margate 11 8 LHG Alt MBIh. E np Calc - Mt8 Horse faces: E I'- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG at ... Date: 10/12/2017 By. MC/LM/BP 7225 Sardsmve Court. Stile 1. W irter Pant. FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneSlopCoolirg com License: CA0032444 1 Room name BED2 2 Exposed wall 135 It 0 It 3 Room height 93 8 heatkool 93 8 heattool 4 5 Room dimensions Room area 1.0 x 1695 fl 1695 tF 3S x 3S 8 123 (F Ty Constn,rson U•velue Or HTM Area (IR) Load Area (W) Load number Btuw°F) e or perimeter (11) BaJh) or perimeter (I) Bah) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 W 13A•40cs 0.143 n 3AO 2.85 0 0 0 0 0 0 0 0 G 4A5.2om 0.550 n 13.09 13.17 0 0 0 0 0 0 0 0 13A•4ors 0.143 a 3AO 2.85 0 0 0 0 0 0 0 0 4A5.20m 0540 a 12AS 16.96 0 0 0 0 0 0 0 0 11 4A5.2om OS50 a 1309 28.10 0 0 0 0 0 0 O 0 4A5.20m 0.550 a 13.09 27.91 0 0 0 0 0 0 0 0 11D0 0390 a 928 12.15 0 0 0 0 0 0 0 0 13A•40cs 0.143 s 3.40 Z85 126 109 372 312 0 0 0 0 4A5-2om 0.550 s 13.09 13.45 16 13 214 220 0 0 0 0 485-21n 0.540 s 12.85 1347 0 0 0 0 0 0 0 0 13A•40cs 4A5.2om 4A5.2omd 0143 0550 0580 w w w 340 1309 13SO 2.85 28.10 25.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 R O 12C•09N 0.091 Z17 1.48 135 135 292 199 0 0 0 0 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16&30ad 0032 076 1.75 170 170 129 296 12 12 9 21 F 22A-cpm 1.180 28.08 0.00 170 14 379 0 12 0 0 0 6 c) AED emirsfon 58 1 Envelope lossrgain 1386 969 9 20 12 a) Infiltration 164 65 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Pants @ MCI 1 230 0 0 Applianoesbther 0 0 Subtotal (lines 6 to 13) 1550 1264 9 20 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 183 244 9 20 14 Subtotal 1733 1509 0 0 15 Duct loads 1 209% 21% 345 311 209% 21% 0 0 Total room load 2078 1820 0 0 Air required (dm) 1 1 96 74 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrlgtitr9oft 2018-Apr-1016:14:10 Rigtt-Sute9Udversal2018la.0.11 RSU16202 Pagel Terrp\Lot 062 Margate 118 LHG All M81h - E.np Calc - M13 House faces E wrightsoft• Right-J® Worksheet Job: Lot 062 Margate II 8 LHG All... Entire House Date: 10/12/2017 By. MC/LM/BP One Stop Cooling and Heating 7225 Sardsmve Can, Stile 1, Winer Park, A.32792 Kona. (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg tom Ucerse: CA0032444 1 Room name H I PAN 2 EVosed well 0 1l 0 1l 3 Room height 93 It heaf/mol 92 If heattool 4 5 Room dimensions Room area 1.0 x 49A I1 49.8 IF 1.0 x 20.5 h 205 IF Ty Construction U-value Or HTM Area (fF) Load Area ((F) Load number BWWIM BIA" or Perimeter (a) Btuh) or perimeter (it) Bnih) Heat Cool Cross NrP/S Heat Cool Gross N/P/S Heat Cod 6 VjIL-G 13A-4ocs 0.143 n 3.40 2 85 0 0 0 0 0 0 0 0 4A5-2om 13A-40cs 0550 0.143 n a QD9 3.40 13.17 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20m 0.540 a 12,85 16.96 0 0 0 0 0 0 0 0 11 4A5.2om 0.550 a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.2om 0.550 a 13.09 27.91 0 0 0 0 0 0 0 0 11DO 0390 a 928 12.15 0 0 0 0 0 0 0 0 VLj13A-40cs 0.143 s 3.40 2.85 0 0 0 0 0 0 0 0 4A5.2om 0.550 s 13.09 13.45 0 0 0 0 0 0 0 0 485.2Im 0.540 s 12.85 13A7 0 0 0 0 0 0 0 0 13A-40cs 41A5-tom 4A5.2omd 0.143 OS Ob80 w w w 3.40 13.09 13.80 2.85 28.10 25.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tj 12C•09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0 O 1100 0390 n 928 12.15 0 0 0 0 0 0 0 0 C 16B-30ad 0032 0.76 1.75 50 50 38 87 21 21 16 36 F 22A•cpm 1.180 28.08 0.00 50 0 0 0 21 0 0 0 61 c) AED exnuslon 4 2 ErrMope Iosslgain 38 83 16 34 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Omipants@ 230 0 0 0 0 Appliarlossb1her 0 0 Subtotal (lines 6 to 13) 38 83 16 34 Less extemal load 0 0 0 0 Less trarder 0 0 0 0 Redistribution 38 f13 293 245 14 Stbtotal 0 0 309 279 15 Dud loads 1 201% 21% 0 0 lox 21 a s2 ss Total mom load 0 0 370 337 1Airrequired (dm) 0 0 17 14 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrrlgheeoTt- 2018•Apr•101614:10 Rigti-Sute®Uriversal201818.0.11 RSU16202 Page Ter p%Lol062 Margate 118 LHO All M81h. E.np Calc - M18 Hotse faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG Alt ... Date: 10/12/2017 By. MC/LM/BP 7225 Sardscove Cou , Sute 1, Winter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg oom License, CAOD32444 1 Room name DROP FOY 2 Exposed val 0 it 6.5 R 3 Room heigN 93 fl heal/aool 93 It heatbool 4 5 Room dimensions Room area 1.0 x 363 It 363 fF 1.0 x 900 it 90.0 fF Ty Conslnimon U-%value Or HTM Area (fF) toad Area (fF) Load number BnrtNF n Bath or perimeter (A) etim) or perimeter (11) BLA) Heat Cool Gross NP/S Heat Cool Grass N/P/S Heat Cool 6 W 13A-4ocs 0.143 n 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om OS50 n 13.09 13.17 0 0 0 0 0 0 0 0G 13A-40CS 0.143 a 3.40 2.85 0 0 0 0 60 27 92 77 4AS-20m 0S40 a 12.85 16.96 0 0 0 0 9 8 120 158 11 4A5-2om 500S a 13.09 28.10 0 0 0 0 0 0 0 0 4A5.20m 11130 0S50 0290 a a 13.09 928 27.91 12.15 0 0 0 0 0 0 0 0 0 24 0 24 0 223 0 292 13A-4ocs 0.143 s 3.40 2,85 0 0 0 0 0 0 0 0 4A5.2om 0550 s 13.09 13AS 0 0 0 0 0 0 0 0 485.21rn 0S40 s 12.85 13A7 0 0 0 0 0 0 0 0 V)I 13A•40cs 41A5-2om 4A5.2omd 0.143 0.5m 05m w w w 3.40 13.09 13.80 2.85 28.10 25.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C•09w 0.091 2.17 1.48 37 19 42 29 98 98 211 144 L--0 1100 03W n 928 12.15 18 18 166 217 0 0 0 0 C 16&30ad 0032 0.76 1.75 36 36 28 63 90 90 69 157 F 22A•cpm 1.180 28.08 000 36 0 0 0 90 7 183 0 61 c) AEO excursion 16 1 1 -43 Ernelope Iosstain 235 293 898 786 12 a) Infiltralion 0 0 79 31 b) Room venbladon 0 0 0 0 13 internal gains: OoatpanlsO 230 0 0 0 0 Applianaesbther 0 0 Suimlal (lines 6 to 13) 235 293 976 817 Less elaernalload 0 0 0 0 Less transter 0 0 0 0 Redistribution 235 293 976 817 14 Subtotal 0 0 0 0 15 Duct loads 120% 21%1 0 0 20% 21 % 0 0 Total room load 0 0 0 0 Air requured (dm) 0 0 1 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrr_gMtBoft' 2018-Apr-1016.14.10 Rigrl-SLite®Uriversal201818.0.11 RSU16202 Page Temp%Lot 062 Margate 118 LHG All MBlh - E np Cale - M18 House faces: E wrightsoft Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 062 Margate II B LHG Alt ... Date: 10/12/2017 By. MC/LM/BP 7225 Sardsmve Coul. SUIe 1. Witter Park, FL 32792 Phone: (407) 629. 6920 Fax: (407) 629.9307 Web wwwOreSlopCoofirg corn License. CA0032444 1 Room name Study t.AUN 2 Elposed well 31.5 fl 6.0 fl 3 Room height 93 It heat/mol 93 R heatbod 4 5 Room dimensions Room area 15.0 x 115 It 1725 IF 1.0 x 813 It 813 fF Ty Construction U-value Or HTM Area (fF) Load Area (fF) Load number BWtNF'n BtrtttAF) or perimeter (fi) a h) or perimeter (R) Btuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 V)I 13A-40ts 0.143 n 3.40 2.85 107 107 364 305 56 56 190 159 C 4A5.20m 13A-400S 0.550 0.143 n a 13.09 3.40 13.17 2.85 0 140 0 107 0 364 0 305 0 0 0 0 0 0 0 0 11 4A5.2om 4A5.2om 0.540 0.550 a a 1285 13.09 16.96 2810 0 16 0 0 0 214 0 459 0 0 0 0 0 0 0 0 4A5.2om 11D0 0.550 0" a a 13.09 928. 27.91 12.15 16 0 0 0 214 0 456 0 0 0 0 0 0 0 0 0 ILS13A-40cs 0.143 s 3.40 225 47 47 158 133 0 0 0 0 4A5.2om 0.550 s 13.09 13AS 0 0 0 0 0 0 0 0 4B5.2fm 0.540 s 1285 13.47 0 0 0 0 0 0 0 0 LS 13A-40cs 4A5.2om 4A5.2omd 0143 0 550 0S80 w w w 3.40 13.09 1380 2.85 28.10 2558 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-09w 0.091 2.17 1.48 0 0 0 0 0 0 0 0 11D0 0390 n 928 12.15 0 0 0 0 0 0 0 0 c 16&30ad 0.032 0.76 1.75 173 173 131 302 81 81 62 142 F 22A-qxn 1.180 28.08 0.00 173 32 885 0 81 6 169 0 6 c) AED excursion 42 42 Ermelope lossrgain 2330 2002 420 259 12 a) Infiltration 382 152 73 29 b) Room oentilation 0 0 0 0 13 hnternalgalns: Oooupanls@ 230 1 230 0 0 Appliartoesbther 0 1 500 Subtotal (lines 6 In 13) 12711 2384 493 788 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 317 266 171 143 14 Subtotal 3029 2649 931 15 Duct loads 20 0 219ro 604 546 20% 21% 192 Total room load 3633 3195 77 123 Air required (dm) 168 130 46 Calculabons approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgn!L94 - 2018-Apr-1016:14.10 A _ -" nn Right-SUte®Urtversal2018 18.0.11 RSU16202 Page 10 Temp\Lot 062 Margate 118 LHG Att MBIh - E rrtp Catc = M.18 House (aces E Duct System SJob: Lot 062 Margate II B LHG ... wrightsoft• y Summary Date: 10/12/2017 Entire House By. Mc/LWBP One Stop Cooling and Heating 7225 Sardsoove Cout. Sute 1. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOnestopcooliru corn License: CA0032444 For: Park Square Homes 4008 Night Heron Dr., Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 50 in H2O 0. 16 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 213 in/100ft 953 cfm 160 Cooling 0. 50 in H2O 0. 16 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 213 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln ( it) Ftg. Egv Ln ( ft) Trunk BED2 h 2078 96 74 0.283 6.0 Ox 0 VIFx 15.3 105.0 st1 BE03 h 1376 64 50 0.298 6.0 Ox 0 VIFx 14.1 100.0 st1 BTH2 c 147 3 6 0.408 4.0 Ox 0 VIFx 8.4 75.0 CAFE h 1355 63 44 0.379 5.0 Ox 0 VIFx 19.7 70.0 FAM c 7181 202 293 0.345 8.0 Ox 0 VIFx 23.5 75.0 Krr c 2540 70 103 0.414 6.0 Ox 0 VIFx 12.1 70.0 LAUN c 1123 37 46 0.385 4.0 Ox 0 VIFx 18.4 70.0 MBED C 3193 115 130 0.233 7.0 Ox 0 VIFx 30.7 115.0 st2 MATH h 1050 49 30 0.221 4.0 Ox 0 VIFx 28.6 125.0 st2 MWC h 321 15 7 0.225 4.0 Ox 0 VIFx 30.9 120.0 st2 MWIC1 h 1113 52 21 0.213 4.0 Ox 0 VIFx 34.9 125.0 st2 MWux C 81 2 3 0.231 4.0 Ox 0 VIFx 32.2 115.0 st2 PAN h 370 17 14 0.403 4.0 Ox 0 VIFx 14.4 70.0 sadr h 3633 168 130 0.314 7.0 Ox 0 VIFx 23.4 85.0 Wes+ C 48 1 2 0.286 4.0 Ox 0 VIFx 18.8 100.0 SO Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 PeakAVF 232 191 0.213 525 9.0 0 x 0 VinlFlx SO SO Peak AVF 393 318 0.213 720 10.0 0 x 0 VinIFIX wrightsoft• 2018-Apr-1016:14.11 Right- Sute®Uriversa12018180.11RSU16202 Pagel Twotot 062 Margate 118 LHG All MBIh - E.np Calc . M18 Horse faces: E Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Woc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb2 Ox 0 953 953 0 0 0 0 Ox 0 VIFx C 4,- wrightsoft- 2018-Apr-1016:14:11 Wgh-Sute®Uriversa1201818.0.11 RSU16202 Page ACCk . Temp1ol 062 Margate 118 LHG All MBIh - E ryi Calc - MIB HoLw laces: E Static Pressure and Friction Rate Job: Lot 062 Margate II B LHG ... wrightsoft• Date: 10/12/2017 Entire House By: MC/LM/BP One Stop Cooling and Heating 7225 Sardsmve Coot. Sute 1. Winter Park, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg mm License. CA0032444 For: - Park Square Homes 4008 Night Heron Dr., Sanford, FL Heating in H2O) External static pressure 0.50 Pressurelosses Coil 0 Heatexchanger 0 Supply diffusers 0.03 Return grilles 0.03 Filter 0.10 Humidifier 0 Balancing damper 0 Other device 0 Available static pressure 0.34 supply it) Measured length of run -out 9 Measured length of trunk 25 Equivalent length of fittings 125 Total length 160 Total effective length Cooling in H2O) 0.50 0 0 0.03 0.03 0.10 0 0 0 0.34 Return it) 0 0 0 - 0 160 Heating Cooling in/100ft) (in/100ft) Supply Ducts 0.213 > 0.18 0.213 > 0.18 Return Ducts 0.213 > 0.18 0.213 > 0.18 Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 G--5,11 G--5,11 A=20,1 A_-35,11 Gam: Total EL=125 Return TotalEL=O wrig ltsoft- 2018-Apr-1016:14:11 C •-r +-—.--.w Right-Sute®Urtversal2018 180.11 RSU16202 Page 1 G= ... Ternotat 062 Margate II B LHG All MBIh - E.np Cale - LUI Horse faces: E Level 1 4) Q 8%4 i II T9p TC1Q 52cfm MWIC1 -' 1 I I 11118z4tL V MW MBED_ t I Ft " 4 10x8 t 1 SRB1 7' 130ctm, 8ctm4 j 4a t" Bx4 1 43 F1 VTREa 4" ram q¢ " t;a MB 's9' MWIC2 Jb Y r R rAI 14" 10x6 8A2ct64cfm 9" k 1 EF1 - 50 CFM Fan EF2 - 80 CFM Fan EF3 -110 CFM Fan EFLt - 50 CFM Fan EFL2 - 80 CFM Fan EFL3 - 110 CFM Fan VTR - Vent to Flod VTW - Vert to Wall DV - Dryer Vent RV - Range Vent Llneset Chase — - Condensate — - Thermostat 18/8 O SRB - Small Reduction Box LRB - Large Reduction Box FBB - Feld Built Box 6 I LRBt 10 x 10 12018 RA % 90X 953cnm 10x6 / 96cinf I BED2 I BTH2 EF11VVTR WIC3 4' XP 61 b" I, 1 x10 Q 6. i CAFE 10x6 63 c1m 1 r --tOxB-C 103rr,i of R I lseu- I/ Qom/ KIT 1 @ Ian© 17cfm DV VTR 1 140 Fiat PAN t db 111 4I" I Piz 8x4 LAUN I 8x4 Foy, 7" f d 10x10 lick \ t Study GARAGE • ' t _ - Ifst 1 42 -- ee e I Ii:1cl a 9111 Job #: Lot 062 Margate II B LHG Alt Math - E Scale:1 :104 Performed by MGLM/BP for: One Stop Cooling and Heating Page 1 Park Square Homes 7225 Sandscove Court, Suite 1 Right-Suite®Universal 2018 4008 Night Heron Dr. 18.0.11 RSU16202 Sanford, FL Winter Park, FL 2018-Apr-1016:15:28 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com ... argate 11 a LHGAIt Metn -Flop O Sewcy' 1::% w M_M, RECORD COPY DESCRIPTION AS FURNISHED: Lot 62, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. P T LA FOR/CERTIFIE TO: Park Square Enterprises, LLC (a Delaware Corporation); 9P 19 - I to7 Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title nATr Ip ! Insurance Fund; Bank of America Ok to construct single family home REMAINDER OF LOT 5 ION with setbacks and impervious area PLAT EBOOKR'SSUBDMS2. PACE 41 S 00R18 02 E shown on plan. 41 • q 60.00 lalo to 1'1(o,Yca+e - t 1- Q 4L T co I.- ItO CO W LOT 63 6. 33' SETBACKS AS FURNISHED FRONT a 25'(•) REAR 20' SIDE a 5- (40- LOT) 7. 5- (60' LOT) W, 10' FENCE. ESMT. 28. 93' 28.93' 1 10. 00' 22 7' LANAI 17. 3' 10. 00' LOT 62 T o, PROPOSED RESIDENCE I.~. 1966- MARCATE U-B tp 'A 2 CAR GARAGE LEFT 1.. W 3. 0'0.0' COV'D. AC FNTRt 10. 00' 10. 00.---2" 16, f DRIVE WALL 7 30.53' 25. 2 20' 10' UTIL. ESMT. WALK CURB S 00"16'57" E (B.S.) 60. 00' LOT 61 180. 0' P_l. Qe LOT, NIGHT HERON .DRI V' SIOESTREET25' (60' 75' LOT) 15' ( 40' LOT) (50- PRIVATE R/W) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20- AND A MINIMUM OF ( 2) IN SUCCESSION AT 25- PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD doe° PROPOSED F.F. PER PLANS - 27.2' I PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET DRIVE 403/ 110- 513 t SQUARE FEET WALKS 28/ 300- 328 t SQUARE FEET SOD 4,151/ 250 - 4.401.t SQUARE FEET NOTE FRONT FRONT SIDEWALK AND SMEET LOCAnON TAKEN FROM CR USENMTTYE'R -SCOTT E7G ASSOC, INC. - P PLAT r FIELD LIP. VAN PIK LIL team ROD C, IL CONCRETE IOUXCMT SET • A. 1/2• t& ./RLI 45% REC. R[rAVEREO P. O.R. POINT OF 0[GtN11N0 PaG POINT Or CON16LCCMENT RLDIE HELD NAIL & DISK RN RtONT-OF-WAY CENT. CAEOICM DRAUL DRAINAGE UTLL. UTILITY CLM CHAIN LINK FENCE WDSG VOOD rENCC C/ R CONCRETE III= PA. P.T. POINT Or CURTAIE VAT POINTN iANAN" DEEC. K.,, TtON R RADIUS L C LENGTH AR DC DELTACIIORD C.L CIO U KAR11C HIS NATURAL GRADE FLATWORK FOUNDATION/ PAD 2,359 t SQUARE FEET REAR PATIO 104 t SQUARE FEET FRONT PORCH DECK 93 t SQUARE FEET POOL DECK N/A t SQUARE FEET LANS PROVIDED BY CLIENT • NOT FIELD VERIFIED ZAjVD SUR 11EYORS 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PaA. TVP. POWON LtHE TYPICAL Holm PRL PAL POINTor KLVIDRS CURVATUREI1. POINT lVCOIPmMOgWVATUREINCWIDERSICNED DOES HEREBY CERTIFY rMT DO SURVEY YEE75 ME SrANDHROt OF PRACW SET FORTH BF THE FLORIDA BDARD Or AL RADIAN PROFESSIONAL SURWTORS AND MAPPERS IN CHAPTER a1-17 FLORIDA AOMINISIRATIYE COOC PURSUANT TO SECDON 472.027. FLORIDA STATUES NON-RADIAL ED . M SURVEY MAP OR COPIES ARE NOT VALID 1 LSURVETO& VP. vWII'TH S D SURVEY WAS PREPAREDRRE INFORMATION FURNKMO TO THE TNERE wY BE OMER M31RICFIONS CALL CALCULATED OR CASDAMS THAT AF7EW T105 PAOPEW.. AA PCRNAICHT RUMIE" E NDAftWNT 4. NO UNDERGROUND 0/PROYEMEMS HAVE BEEN LOCATED UNLESS O1NE rmSE SHOWN. FF. A•. FLYTRACKLINO OORELEVATION MOLDINGaT106 SURVEY 1S momm FOR rw SALE BDILFlr orrNOSE coennED TO AND SNDULD NOr 8C RCUOD UPON SY ANY OTHER ENRTT•. DLL SENCHN ODCIOIARK a OOIENSIONSSNIOWN FOR THE LOCATION OF IAIPROLEYOITS HEREON SHOULD NOT BE USED TO Rf.CONSIRUCT BOUNDARY ONES. LL DUE REARING 7. BEARIMM ARE BASED ASSUMED DARN AND ON WE LINE SHOWN AS BASE BEARING (&&) a 8"ARONS. IF SHOWN, ARE BASED ON NAMNAL "WIIC VERODLL DATUM OF 1020. UNLESS OINUM E NOTED. 0. CERBFICATE OF AUTHORIZAT10N N& 459a SCALE I•- 1- - 20 ------ 4 1 DRAWN BYE ••• 4 CERTIFIED BY. DATE ORDER NR. PLOT PLAN 04- 03-2018 2017-t8 NOR1H ` J THIS BUILDING\PROPDM DOES NOT UE WITHIN -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER IFTRAI- X. GRUINMEYER. R.L.S. / 4714 ZONE *r' MAP / 1211700090 F (09-28-07) ES W. SdrOTr. R.LS / 4801 T, riiciictutC: rrucr buuAX15 MAXUA-ft; 11 1, 966SF.rrr RECORD COPY----------------------------= Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1966 2 1 Lighting Summary Standard 5,589 5,589 Optional 10,398 5,589 Ranges & Ovens ------------------------------------- Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional84 480 Dryers Dryer No. No? Nameplate Line Neutral SANFORD o i 1 5000 OARTt°` 2 0 3 18- 1867 Dryer SummaryStandard5,000 3,500 Optional 5, 000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12, 240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 k 1118.5 240 4,440 0 IOPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 J.F, ixed Appliance Summary Standard 12,960 2,250 Optional 17, 280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25W of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts- N lIeat/Cool Fixed Appl. Other Appl. 1 Phase 1 Phase Phase Max Motor Summary Standard Only 22 240 Amps Volts 22 240 Amps Volts 0 Amps Volts 0 1,320 0 SL7 M9ARY --- - Standard Line Neutral Total Total = 43,509 15,819 Maximum Amperage = 181 66 Service Voltage = 240 Service Phase = 1 Optional -' - fine Neutral Total Total = 34,511 15,819 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: PKS1966B - Park Sq Hms/Margate II 1966A-TRAY MITek USA, Inc. Site Information: 6904 Parke East Blvd. a F 33610-4115 Customer Info: PARK SQUARE HMS Project Name: PKS1966B Model: MARGATE I %- Lot/Block: 62 Subdivision: WYNDHAM PRESERVE 60' Address: 4008 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 M Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MITek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 38 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12941394 Al 1/12/18 12 T12941405 Al2 1/12/18 2 T12941395 A2 1/12/18 13 T12941406 A13 1/12/18 3 T12941396 A3 1/12/18 14 T12941407 A14 2 4 T12941397 A4 1/12/18 15 T12941408 A15 1/12/18 5 T12941398 A5 1/12/18 116 T12941409 B1 1/12/18 6 T12941399 A6 1/12/18 17 T12941410 B2 1/12/18 7 T12941400 A7 1/12/18 18 T12941411 B3 1112/18 8 T12941401 A8 1/12/18 19 T12941412 C1 1/12/18 9 T12941402 A9 1/12/18 20 T12941413 C2 1/12/18 10 T12941403 A10 1/12/18 21 T12941414 C3 1/12/18 11 T12941404 All 1/12/18 122 T12941415 CJ 1/12/18 a 1 8 - 1 8 6 7 This item has been electronically signed and sealed by ORegan, Philip, 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: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 11lots I#,, No 58126 CC= STATE OF :L/ 84111111tt Philip J. o'Regan PE No.58126 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 12,2018 ORegan, Philip I of2 RE: PKS1966B - Park Sq Hms/Margate II 1966A-TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: PKS1966B Model: MARGATE II 1966-B Lot/Block: 62 Subdivision: WYNDHAM PRESERVE 60' Address: 4008 NIGHT HERON DR. City: SANFORD State: FLORIDA No. Seal# Truss Name Date 23 T12941416 CA 1/12/18 24 T12941417 CJ2 1/12/18 25 T12941418 CJ3 1/12/18 26 T12941419 CJ3A 1/12/18 27 IT12941420 I CJ313 1/12/18 28 T12941421 CJ4 1/12/18 29 T12941422 CJ5 1/12/18 30 T12941423 D1 1/12/18 31 T12941424 FT1 1/12118 32 IT12941425 J5 1/12/18 33 T12941426 J5A 1/12/18 34 T12941427 J6 1/12/18 35 T12941428 J7 1/12/18 36 T12941429 KJ5 1/12/18 37 IT12941430 I KJ5A 1/12/18 38 IT12941431 I KJ7 1/12/18 2 of Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY T12941394 PKS19668 Al MOD OUEEN 10 1 b Reference Mid-Flonda Lumber, Bartow, FL 0.130 a sep 15 2011 MI f ek Industries. Inc. 1 nu Jan 11 14:44:34 LU1f1 rape 1 ID fOY6XuKAOX1h14k2ucB6kBy3q_e-SdFgJ21GWS9wuxVX093bzzLmludUljTCSPngPTzwOpB 74.4 6.2.14 6-2.14 6-2-14 6-2.14 74.4 Scale = 1.68 8 5x5 = 5 13 rc m w t1 ca ca w 3x4 = Sx8 = 3x4 = 34 = 3x8 = 10-0.0 20." 30-0.0 i 40-0-0 to-" 10-0-0 10-0-0 10-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 032 10-11 999 240 TCOL 10.0 Lumber DOL 125 BC 0.91 Vert(CT) 058 10-11 830 180 BCLL 0. 0 Rep Stress Inca NO WB 0 76 Horz(CT) 0.13 8 n/a n/a BCDL 10 0 Code FBC2017frPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 'Except' 1-3, 7-9, 2x4 SP No 1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1660/0-7-8.8-1660/0-7-8 Max Horz 2=-201(LC 10) Max Uplift 2=-302(LC 12), 8--302(LC 12) PLATES GRIP MT20 244/ 190 Weight: 206 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 1 Row at midpt 6-11. 4-11 FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2990/854, 3-4=2790/853, 4-5=1897/669, 5-6=-1897/669, 6.7=2790/853, 7-8= 2990/864 BOT CHORD 2-12--649/2749, 11-12=-454/2205, 10-11=-464/2102, 8-10=664/2620 WEBS 5- 11=-393/1334, 6.11=765/315, 6-10=-156/705, 7-10=-396/223,4-11--765/315, 4-12=- 156/705, 3-12-396/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCOL=3.Opsf, h=15ff; B=45f1; L=24ft, eave=5f1; Cat. II, Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Intenor(1) 2-0-0 to 20-0-0, Exterior(2) 204).0 to 234)-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with SCOL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=302, 8=302. Philip J O'Regan, PE FL License 58126 6904 Parke East Blvd. Tempe, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verily design parsmstars and READ NOTES ON THIS AND INCLUDED AIrEK REFERENCE PAGE Nit-703 rev. fO WOIS BEFORE USE. ' Design valid for use only with Urrekfa connectors This design Is based only upon parameters shown, and Is for an Individual building component, not buss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the events building design. Bracing Indicated Is to prevent buckling of individual truss web and/or Word 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 fabdMlon, storage, delivery. erection and bracing of trusses and was systems, see ANSVrPl1 Quality Criteria, 08849 and SCSI Building Component 6904 Parke Eau Blvd safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Aiexandda. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Park Sq Hms/Margate 11 1966A-TRAY JPly T12941395 PKS1966B A2 HIP 1 1 Job Reference(ontionall Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 11 14.44:42 2018 Page I 2-0.0 ' 6.1.13 6-1-13 641-5 8.00 72 Sx5 Sx5 = 5 6 Scale - 1.74 6 0 S 10 2e Zf 14 1a 12 zd zu 11 3x4 = 4x8 = 3x4 = 34 = 3x6 3x4 = 3x4 LOADING (ps, SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(L-) TCOL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 9=1660/0-7-8, 2-1660/0-7-8 Max Harz 2-192(LC11) Max Uplift 9=-302(LC 12). 2=-302(LC 12) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-30371910, 3-4=2781/871, 4-5=-19701725, 5.6=-1686/691, 6.7=197W725, 7-8=2781/871, 8-9=30371910 BOT CHORD 2-15=-712/2758, 14-15=529/2248, 12-14=-311/1714, 11-12=538/2184, 9-11=721/2671 WEBS 3-15=-375/210, 4-15=106/615, 4-14=774/326, 5-14=-208/637, 6-12=-208/637, 7-12=-774/326,7-11=-106/615,B-11-375/210 In (loc) VdeB L/d PLATES GRIP 0.35 14-15 >999 240 MT20 2441190 0.61 14-15 >788 180 0.13 9 We n/a Weight: 216 lb FT = 20% Structural wood sheathing directly applied or 2-7-3 oc purlins. Rigid ceiling direly applied or 7-4-1 oc bracing. 1 Row at midpt 4-14. 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd-108mph; TCDL-4.2psf, BCDL=3.Opsf; h=15ft: 8=45ft; L-24ft: eave-5ft: Cat. II; Exp B; Encl. GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interlor(1) 2-0.0 to 19-0-0. Exterior(2) 19-0-0 to 21-0-0, Interior(1) 25-2-15 to 41-0.0 zone,C-C for members and forces 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 M 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 Ib uplift at joint(s) except at -lb) 9=302, 2=302. Philip J O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design Parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MN•7473 rev. 10e312016 BEFORE USE. Design valid for use only with MfTekdf connectors. This design Is based only upon parameters shown, and is for an individual building component, rat a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overact Oubding design Bracing Indicated Is to prevent buckling of Individual wait web andfor chord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, we ANSMI1 Duality Criteds, 0882E and SCSI Building Component 6904 Parka East Bled Safety Information available from Trust Plate Institute. 218 N. Lee Street, Sub* 312. Alexandit. VA 22314 Tampa, FL 36610 Job Truss cuss Type Dy Ply Park Sq Hms/Margate 11 1966A-TRAY T12911398 PKS1966B A3 HIP 1 1 e o al Mid-Flodda Lumber, Bartow, FL. B.130 6 Sep 15 2017 M[Tek Industries, Inc. Thu Jan 11 14:44:43 2018 Page 1 10:rffnwM3WglGiknOMh420xyq_6K-KMHEB68wODHeTKhGSOkigtONT WWMmdXXJTeESzwOp2 1 8.0-5 1141-3 17.0-0 234)-0 2B-St3 33.11-11 4040 1 8-0.5 SS13 SS13 8-0-0 SS73 SS13 8.0-5 -0-0 Scale = 1.69 a 6.00 FIT 5x5 Sx7 5 24 25 8 ra wm ce 14 t2 .aa ar n 3x4 = 3x8 = 34 = 3x4 = 3x4 = 3x8 = 3x8 LOADING (psf) SPACING- 2-0.0 CS1. DEFL. In (loc) Uden Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.25 14-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 8C 0.98 Vert(CT) -0.49 11-12 :-970 180 BCLL 0.0 ' Rep Stress Incr YES %M I Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1860/O-7-8, 9=1660/0-7-8 Max Harz 2=173(LC 11) Max Uplift 2=302(1-C 12), 9=302(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--3078/948, 3-4=-28511917, 4-5=2135/780, 5-6-1847/755, 6-7-2135/780, 7-8=28561917, B-9-30781948 BOT CHORD 2- 15=760/2806, 14.15---601/2363, 12-14=-411/1872, 11-12=-610/2284, 9-11-769/2712 WEBS 3-15=- 335/186, 4-15=-94/525, 4-14=-666/287, 6-14=168/637, 6-12=1631704, 7-12=-666/ 287, 7.11=-94/524, 8-11=-3351186 Weight: 221 lb FT - 20% Structural wood sheathing direly applied or 2-10-2 oc purtins. Rigid ceiling direly applied or 2-2-0 oc bracing. 1 Row at midpt 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuk-140mph (3-second gust) Vasd-108mph: TCDL=4.2psh BCDL-3.Opsf, h-158; 8=45f1; L-24ft, eave=SR; Cat II; Exp 8: Encl.. GCpI=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 241-0, Interior(1) 2-0-0 to 17 0, Exterlor(2) 17-0-0 to 27-2-15. Interior(1) 27-2-15 to 41-0.0 zone;C-C for members and forces 8 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 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, with BCDL - 10.Opsf. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) except (n=Ib) 2=302,9= 302 Phn9p J O' Regan, PE FL License 68128 6904 Parke East Blvd Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Vadry design parameters and READ NOES ON TMS AND INCLUDEO MTEK REFERENCE PAGE M1-7*72 rev. 1=12015 BEFORE USE. Design valid for use only with MRake connectors. This design Is based only upon parameters shown, and Is for on Individual building component, no a truss system Bator* use. the busdktp assigner must Vail the op%"blgty of design parameters and property Incorporate this design Imo the overall building design Bracing indicated Is to prevent buckling of lndMdual truss web and/or chard members Drily. Additional tamper" and pormanent bracing M iTe k' Is always requiredfarstabilityandtopr*v*m collapse with possible personal Injury and property, damage Fa gan*rai guidance regarding the fabrication, storage, dellery, eradlon and bracing of trusses end truss systems, ua ANSVTPIt Quality Criteria, 09849 and SCSI Building Component 9904 Parka East Blvd. Safety Infannadon available from Truss Pita* Institute, 218 N. Lea Street, Suit* 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY T12941397 PKS19668 A4 HIP 1 1 b ee Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 14:44:44 2018 Page 1 ID rFfnwM3Wq?GifreOMM2Dxyq_6K-oLePS9Y9XPV5TGS05FxN41ZSw3651ghIzCCmuzwopl 5 4.5 10 2.3 15-0-0 20-0-0 25-0-0 29 9-13 34.7.11 TO" 1 0.0 5.45 4.9.13 4-9-13 5-0-0 5-0 0 4.9-13 4.9.13 5 45 5x5 = 1.Sx4 11 Sx5 = Seale - 1.68.8 14 u m 73 ore ou 12 3x8 = US = US = 3x8 = US = LOADING (pan SPACING- 2-0.0 CSI. DEFL. in (hoc) laden Lid PLATES GRIP TCLL 20.0 Plate Grip OOL 1 25 TC 0.62 Vert(LL) -0.34 13-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.59 13-14 >808 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.46 Horz(CT) 0.13 10 We n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 221 lb FT - 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oe purling. BOT CHORD 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 7-0-2 oc bracing. WEBS 2x4 SP No.3 FACTIONS. (Iblsize) 2-1660/0-7-8, 10-1660/0.7-8 Max Harz 2-153(LC11) Max Uplift 2=-302(LC 12), 10-302(LC 12) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=31021984. 3-4=-2809/900. 4-5=283511022, 5-6=22031826. 6-7=-22031826. 7-8-283511022. 8-9=2809/900, 9.10=-3103/984 BOT CHORD 2-14=-79812852. 13.14=-48012076. 12-13=489/2008, 10-12=-807/2737 WEBS 3-14=-3631187. 4-14=3081231. 5-14-3011879, 5-13=-94/482. 6.13=3361178, 7-13= 94/482, 7-12=301/879, B-12-308/231, 9-12--363/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.Opsf; h=15ft; B45n; L=24ft; eave-5ft: Cat. II; ESP 8; Encl., GCpI.0.18, MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0.0, Interlor(1) 2-0.0 to 15-0-0, Exterlor(2) 15-" to 29-2- 15, Interior(1) 29-2-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL- 1 60 3) Provide adequate drainage to prevent water pending 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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 BCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jl=1b) 2=302. 10=302. 0 WARMNO - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M&7473 rev. tGOW016 BEFORE USE. Design valid for use only with MrTekm connectors. This design is based only upon parameters shown, and Is far an Individual building component, not a truss system. Before use. the building designer must verify Ina applicability of design parameters and property Ineorporne this design Into the owes busding design. Bradng Indicated Is to prevent bueHlttg of Individual trove web and/or dvord members only. Additional temporary and permanent bracing Is always required for stabWy and to prevent cctlapas with possible personal Injury and properly damage. For general gutoence regarding the fabrication, storage, delMry. erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, 05049 and SCSI Building Component Safety Information available from Truss Plate Institute. 218 N Lee Shen. Suite 312. Alexandria, VA 22314 Philip J CrRegan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1. M! Tek' 6904 Petite Fast Bled Tamps, FL 36610 Job Truss Truss Type Oty, Ply Park Sq Hms/Margate II 1988A-TRAY I T12941398IPKS19WBA5HIP11 Job Reference(optional) Mid-Flonda Lumber, Bartow. FL. S.130 a Sep 15 2017 MTek Industries, Inc. Thu Jan 11 14:44:45 2018 Page 1 I D:rf fnwM3Wq?GIhcOMh42Dxyq_6K-GIP_coAAwgXMlddapmAvl I h5KPXglOq_Lyll LzwOpO 04 8-0 4 13-0-0 20-0-0 27-00 33 2-12 4O_" 4 1 8.9 &2-12 7-0-0 744 8 2-12 8 9 4 Scale - 1:68.9 Sx8 1.Sx4 II 5x8 = 4 23 24 5 25 28 8 14 13 [D 12 ''" 11 10 3x8 1.Sx4 11 30 = Sx8 = 3x4 = 1.Sx4 II 3x8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Ven(LL) -0.20 12 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.42 12-13 >9% 180 BCLL 00 Rep Stress Incr YES WB 0.62 Horz(CT) OAS 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0.7-8, 8-1660/0.7-8 Max Horz 2=-134(LC 10) Max Uplift 2=-302(LC 12), 8-302(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3097/985, 3-4-25061866. 4-5=-2493/928, 5-6=24931928, 6-7=2506/866, 7-8=30971985 BOTCHORD 2-14=790/2705, 13.14=790/2705, 12-13-552/2172, 11-12=560/2166, 10.11=799/2705, 8-10=-79912705 WEBS 3-14=0/269, 3.13=-625/272, 4-13=-89/491, 4-12=170/578, 5-12=-481/246, 6-12=170/578, 6.11-89/492, 7-11=-625/272, 7-10=0/269 PLATES GRIP MT20 2441190 Weight: 212 lb FT - 20% Structural wood sheathing directly applied or 2-2-0 oil purlins. Rigid ceiling directly applied or 6-6-10 oc bracing. NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=3.Opsh h=15ft; B-451t; L=248; eave=5ft; Cat II; Exp B; Encl.. GCpi=O.18; MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2.0.0, Interior(1) 2.0.0 to 13.0.0. Exterior(2) 13-0-0 to 31-2-15. Interior(1) 31-2-15 to 41.0.0 zone:C-C for members and forces 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 pal 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 tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = tO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (ft=lb) 2=302. 8-302. Q wARMND - Verify deslgn parameters and READ NOTES ON Ties AND INCLUDED AOTEK REFERENCE PAGE 11111.7473 rev. f0iM016 BEFORE USE. Design vM for use only with Wake connectors. This design Is based only upon parameters Shown, and Is for an inldMdual budding 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 buciding of Individual truss web and/or chard members only. Additional temporary, and pemlarom bracing Is akvays required for stability add to prevent collapse with possible personal Injury and property damage. Fat general guidance regarding the fabrication, storage, delivery, arecdon and bracing of trusses and truss systems, See ANSVTPII Quality Charts, 031322 and SCSI Building Component Safety Informatlon available from Truss Plate Institute, 218 N Lea Street, Suds 312. Alexandria, VA 22314. Philip J aRegan, PE FL License 68128 8904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MiTA' 6904 Parke East Blvd Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY T12941399 PKS1966B A6 HIP 1 1 b Reference Mid-Flodde Lumber, Bartow, FL IVNil11-0-0 17-0< 5.91 5.2.12 64-0 5x5 3x4 = 4 24 25 5 a.1:w a sep 1b iu1 r ml IeK industries, roc, i nu ran n 19.44:Va Lule rage r I O:rffnwM3Wq7GifrcOMh4ZDxyq_6K-kxzNgBBoh8fDKnOr7NMPSVrwZimxZ45zDGhJgnzwOp7 13- 0-0 29-0-0 34-2-12 40-0-01 B- 0-08-0-0 5 2.12 S-9.0 Scale a 1.68 9 3x4 = 5x5 = e 29 27 7 M d0 I 15 14 12 11 3x8 = t. Sx4 II 3x8 = 6x8 US = 1.5x4 II 3x6 LOADING ( pso SPACING- 2-0.0 CSI. DEFL. In (loc) VdeB Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Ven(LL) -0.24 12-13 z-999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 8C 0.74 Van(CT) -0.53 13-14 >909 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 208 lb FT - 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.3 oc purlins. BOT CHORD 2x4 SP No 1 COT CHORD Rigid ceiling directly applied or 6-10.14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 2-1660/0.7-8, 9-1660/0.7-8 Max Harz 2-115(LC 11) Max Uplift 2=302(LC 12). 9=-302(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3135/1016, 3-4=-2668/912, 4-5=23391872, 5-6=-288411014. 6.7=23391872. 7- 8-26681912, 8-9=3135/1016 BOT CHORD 2-15=42712747. 14-15=-82712747, 13-14-789/2834. 12-13=79312834. 11-12= 835/2747, 9- 11=-83512747 WEBS 3-14v4931237, 4-14- 231/856, 5.14=7761262, 6-12-7761262, 7-12=231/856, B-12-4931237 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vult- 140mph (3-second gust) Vasd-108mph: TCDL-4 2psf; BCDL-3.Opsf: h-15ft; 8=45ft; L=24ft; eave=Sft; Cat. 11; Exp B; Encl.. GCpI-0A8, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 11-0.0. Exterior(2) 11.0.0 to 33-2-15, Interior(1) 33- 2-15 to 41-0-0 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1.60 plate grip OOL=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 rd between the bottom chord and any other members, with BCDL - IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=1b) 2=302, 9=302. Philip J. aRegan, PE FL Ucense 58126 6904 Parke East Blvd. Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 w-NO • Vetlty, destan parameters and READ NOTES ON rNS AND INCLUDED AarEK REFERENCE PAGE a111403 rev. 104 M15 BEFORE USE. Design valid for use only with MlTekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss "am. Before use, the build" designer must verity the appllublsty, of design parameters and property Incorporate this design wo the overall building design. Bracing uaicated Is to prevent buckling of Individual truss web anwar chard members ordy Adddloml temporary end permanent bracing MiTe k' Is always required for stablilty and to prevent Collapse with possible personal injury and propel dome". For general guidance regarding the imbrication, storage, delivery, etecibn and bracing of trusses and truss systems, ace ANSVrPl1 Quality criteria, D8849 and BC8I Building component SUM Parke Fast Blvd. Safey tnformstion available from Teas Plate Institute. 218 N Lee Street. Suite 312. Alexendria, VA 22314 TAR". FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A TRAY I TI2S141400 PKS1966B A7 HIP 1 all Mid-Flodda Lumber, Bartow, FL t 4.94i_ 0• 4.94 5xe = 314 = f- 4 24 2526 5 8.130 a Sep 15 2017 MTek Industries, InC. Thu Jan 11 14:44:47 201a Page 1 ID.rF(nwM3Wq7GitreOMh42Dxyq_6K•C7XIIUCOSSn4yx_1hEoejo U733le07RwRsNDzwOp_ 23-7-7 31-U 35 2-12 40-0-0 1 7-2-13 74.9 4.2.12 4.94 Seine a cea 8 3)8 = 1 5x4 I) 5x8 = a 7 27 28 20 8 1.5x4 - 15x4 i 3 9 23 30 2 10 to 15 14 13 12 3x8 = 3x4 = 3x4 = 4)d = 3x10 = 3x4 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Ude6 L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Van(LL) -0.27 13-15 999 240 TCOL 10.0 Lumber DOL 1.25 8C 0.94 Vert(CT) -058 13-15 >830 180 8CLL 0.0 Rep Stress Inv YES WB 0.54 1 Horz(CT) 0.18 10 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 64, 4.6: 2x4 SP No 1D 80T CHORD 80T CHORD 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=166010-7-8.10-166010-7-8 Max Harz 2=-96(LC 10) Max Uplift 2=-302(LC 12). 10=302(LC 12) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3121/1065, 34=-2839/957, 4-5=3467/1203, 5-7-3468/1203, 7-8=3468/1203, 8- 9=2839/957, 9-10=312111065 80T CHORD 2-16=-879/2762. 15.16--692/2495, 13-15=-995/3467, 12-13=-70012495. 10-12=886/2762 WEBS 3-16=3161211. 4- 16-48/414. 4-15--390/1225, 5.15=-505/248. 7-13=466/245. 8-13=-390/1226, 8- 12-48/414, 9.12=316/211 PLATES GRIP MT20 2441190 Weight: 202 lb FT - 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 2-2.0 oc bracing. 1 Row at midpt 5- 13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu8=140mph (3-second gust) Vasd=108mph; TCOL-4.2psh BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. II; Exp 8; Enel , GCpi= 0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 2-". Intertor(1) 2 0 to 9.0-0, Exterior(2) 94l-0 to 354-11, Interior(1) 354- 11 to 4140-0 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 fin between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Lit=lb) 2-302,10=302. Philip J. OrRegan, PE FL License 58126 SSW Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNIN0 • verify design pan nstana and READ NOTES ON Ties AND INCLUDED aeTEK REFERENCE PAGE Ael•7473 rev. 10AMOIS 8EFORE USE. Design valid for we any with WNW connectors. This design Is baud only upon parameters shown, and Is for an Individual budding coaponern, no a truss system Before use, the building designer must verify the VOiMWdty of design patematen and property Incorporate this design Into the *Wall budding design, anteing Indicated Is to prevent buckling of Individual fonts web andfor dam members arty. Additional temporary and pannanem bracingM iTe k' Is always required for Stability, end to ptevem collapse with possible personal Injury and progrty damage For general guldance regarding the fabrication, storage, delivery, eradiw and bracing of trusses and truss systems, sea ANSUrPI1 Quality Criteria, 09849 and SCSI Building Component 6204 Parka Fast Blvd. Safety Information available from Tops Paid Institute. 218 N Lae Street. Sude 312. Alexandria. VA 22314. Tamps. FL 361110 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A•TRAY T12941401 PKS19668 A8 HIP 1 A o tlo all Mid-Fkldde Lumber, Bartow, FL 0 3 9 4 7-0-0 0 3.9.4 3 2-12 5x5 = 6.00 12 4 a.13u s Sep 17 2u1 r Ml I @x maustnes, mc. 1 nu Jan it 14 9M1.4t1 2ula rage 1 I D•rFfnwM3 Wq7GifrcOMIM2Dxyq_6K-OMSADg_32oCF80pfr648TLlxnlmvyovEwzO6zwooy 138-14 I 20-0-0 ) 26.5-2 I 33-0-0 I 3640-0-0 1 6- 8-148S2 8-5.2 8814 3.2-12 3.9 3x6 = 1 Sx4 II 34 = 3x8 = US = 24 25 S29 27 29 29 30 6 31 7 32 833 34 35 36 9 Scale a 169.0 IM70: 0000I Mae 17 37 36 18 39 40 41 42 IS 43 44 45 14 46 47 48 13 3x5 = 34 = 1.Sx4 II Sx8 = 1.Sx4 II 3x8 3x5 = LOADING ( psQ SPACING- 2-" CSI. DEFL. In loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.83 Ven(LL) -0.39 15 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -079 14-15 >607 180 BCLL 00 Rep Stress Ina NO WB 0 71 Horz(CT) 020 11 n/a n/a SCOL 10. 0 Code FBC20171TPI2014 Matrix -MS Weight: 404 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9.9-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2-2964/0.7-8, 11=29641041-0 Max Horz 2=77( LC 6) Max Uplift 2-759( LC 8), 11=760(LC 8) FORCES. (Ib) - Max. Comp./ Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 2-3-- 6004/1534, 3-4=-585211521. 4-5=5303/1403, 54-8825/2310, 6-8=-8825/2310. 8-9=530311404,9- 10=-5853/1521,10-11-6005/1534 80T CHORD 2-17=- 130715310, 16-17-1984/7989, 1516=-1984f7989, 14-15=198417990, 13-14=-1984f7990,11-13=-1308/5311 WEBS 3- 17-252/63, 4-17--422/2054, S-17=-31OW799, S-16=0/479, S-15=237/987, 6.15=-668/304, 8-16-236/986, 8- 14=0/479, 8-13=-3107/799, 9.13=-422/2054, 10-13-253163 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0- 9.0 oc. 2) All bads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vas4=108mph; TCDL=4.2psf; BCOL=3.Opsh h=15ft: B-45ft: L-24ft: eave=5ft; Cat II; Exp B; Encl., GCpi=0.18: MWFRS (directional): Lumber DOL-1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10. 0 pill bottom clad 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 )olnt(s) except ()t=1b) 2-759, 11=760. Philip J. O'Reeppan, PE FL License 58126 6904 Parke East Blvd. Tampa. FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verify design pansmaters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PA E M147472 rev. 1011111,2016 BEFORE USE. Design valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and is for an Individual building Component, not a truss &"am. Bator* use, the building designer musl very the oppaub8ry of design parameters and property Incorporate this design Into IM overall dual Inns web and/or chord members Only. Add410temporary and permanent brag building design. BraNng Indicated Is to prevent buckling at IndividualbracingMirek' Is always raquked for stability and to prevent collap" with possible personal Injury and properly damage. For general guidance regarding the hibrkallon, storage, dalMry, erection and brsctng of trusses and truss "* In$. wa ANSMI1 Dually Criteria, 09820 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from Truss Plate InsWute. 2 is N Lae Street, Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate 11 1966XTRAY T12941401 PKS19668 AS HIP 1 A Job Reference Iontionall Mid-Flonda Lumber, Bartow, FL. 6 130 S 5ep 15 2017 MITek Industries, Inc. Thu Jan 11 14:44:49 2018 Page 2 ID:rFhr.vM3Wg9GifreOMh42Dxyq_6K-9WtVSADg 32oCF80pfr648TLlxnlmVyOvEwzO6zwOoy NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 208 lb up at 7-0-0, 97 lb down and 106 lb up at 9-0-12. 97 Ib down and 1061b up at 11-0-12. 97 lb down and 106 lb up at 13-0-12. 97 lb down and 106 lb up at 15.0-12.97 lb down and 106 lbup at 17-0-12. 97 lb down and 106 Ib up et 19.0.12.97 lb down and 106 lb up at 20.11-4, 97 Ib down and 106 lb up at 22-11-4, 97 lb down and 106 lb up at 24-11-4, 97 lb down and 106 lb up at 26- 11.4. 97 lb down and 106 lb up at 28-114, and 97 lb down and 106 lb up at 30-11-4. and 190 lb down and 2081b up at 33-0.0 on top chord, and 334 lb down and 99 lb up at 7-0.0. 66 lb down at 9-0-12, 66 lb down at 11.0-12. 66 lb down at 13.0-12, 66 lb down at 15.0.12.66 lb down at 17 12. 66 lb down at 19-0-12. 66 lb down at 20- 11-4, 66 lb down at 22-114. 66 lb down at 24-11-4. 66 lb down at 26.11.4, 66 Ib down at 28-11-4, and 66 lb down at 30.11-4, and 334 lb down and 99 lb up at 32- 11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Undorrn Loads (PIQ Vert: 1-4=60, 4-9=-60, 9.12-60. 18-21=20 Concentrated Loads (lb) Vert: 4=143(F) 7--97(F) 9=143(F) 17=-334(F) 13=-334(F) 24=97(F) 25-97(F) 26--97(F) 28=-97(F) 29=97(1`) 30=97(F) 31=97(F) 32-97(F) 34=-97(F) 35- 97(F) 36=97(F) 37- 41(F) 38=-41(F) 39=41(F) 40=-41(F) 41=-41(F) 42=-41(F) 43= 41(F) 44=-41(F) 45=41(F) 46=-41(F) 47=-41(F) 48=-41(F) AWARMNO - Verify didfn paramura and READ NOTES ON TMS AND rNCLU0EO M FEK REFERENCE PAGE MIWQ7 rev. I&V W0f6 BEFORE USE. Design valid for use only with Wake Connectors This design Is based only upon parameters shown, and Is far an Individual building component, no a truest system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bradno Indicated Is to prevent buckling of Individual teas web and/or item members only. Additional temporary and permanent bracing Is always required for Mabilay and to provem collapse with possible personal Injury and property damage. For general guidance regarding the fabrWlbn. storage, delivery, aredlon and tracing of frussas and truss systems, see ANSUTP11 Oualky CAtere, DSBda and BCSI Building Component Safety Information avaWble from Truss Plate Institute, 21e N. Lee Street. Suds 312. Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 38610 Job Truss Truss Type Oy Ply Park Sq Han/Margate II 1968A-TRAY 71294140E PKS19668 A9 HIP 1 1 Job Reference o Mid -Florida Lumber, Bartow, FL a 130 s Sep 15 2017 MTek Industries, Ina Thu Jan 11 14:44:60 201 a Page 1 ID:rf frtwM3Wg7GifrcOMh42Dxyq_6K-0iCtfWEJINAfpOjCMMMLcL92UL69V2i28ufwyYzwOox 12.7.8 18.8-0 21.4-0 27.4.8 33-5-0 40-0-0 1 0 6.7.0 6-0-0 2&O 841.8 8-0 8 6-7-0 Sale a 1:62.7 5x5 = 5x8e.eo 12 5 e a so a 14 a 12 so co .. 34 3x4 = 4x6 = 3x4 = 34 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IldeO L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.29 11-12 999 240 TCOL 10.0 Lumber DOL 1.26 BC 0.79 Vert(CT) 0.55 11-12 872 180 BCLL 00 ' Rep Stress Ina YES WS 0.36 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 9-166010-7-8 Max Harz 2-189(LC 11) Max Uplift 2-302(LC 12), 9-302(LC 12) PLATES GRIP MT20 244/190 Weight: 229 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purling. BOT CHORD Rigid ceiling directly applied or 7-3-10 cc bracing. WEBS 1 Row at mldpt 4-14, 8-14, 7-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3-3044/919. 3-4=-2793/881, 4-5=-1997/733, 541-1713/707, 6.7a1996/733, 7-8=2793/881. 8-9-30441919 BOT CHORD 2-15-722/2752, 14-15-544/2256, 12-14-334/1714, 11-12-553/2203, 9.11-730/2678 WEBS 3-15-369/204, 4-15-104/593, 4-14=-749/316, 5-14-211/648, 6.12-189/675, 7-12-7621316. 7-11-1041595. 8-11-3681204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCOL-4.2psh SCOL-3 Opsf; h=15R; 8=458; L=24R: eave=Sft, Cat. 11; Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intertor(1) 2-0-0 to 1841-0. Exterior(2) 1841-0 to 21-4- 0, Interlor(1) 26.6-15 to 41-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1. 60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Ops( 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 - IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at -lb) 2-302. 9-302. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Verify dealgn pan nstrs and READ NOTES ON THIS AND INCLUDED 110TEK REFERENCE PAGE 1110.747E nv. 1403l2011e BEFORE USE. aw- Design valid for use only with MUM tonnectora This design Is based only upon paaametear shown, and Is Tor an Individual budding component. not a trues eysiam Barre use, the building designer must verity the applicability of design parameters and properly Incorpora s this design into Ina overall buddng design Brscing Indicated is to prevent buCklIng at individual trust web andfr chord members Gary. Additional temporary and permanent bracing M ITe k' Is always required forstabddy and to prevent collapse with possible personal Injury and property damage. For general guleance regarding the fabrication, storage, delivery, realon and bracing of trusses and wa systems, as ANSVTPI1 Ouatity Criteria, OSS4 2 and SCSI Building Component 6204 Parka East BIM. Sataty tntanrsUon available tom Truss Plate Institute. 218 N Lee street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss uss Type Oty Ply Park Sq Hms/Margate 11 1966A-TRAY HPI I T12941403 PKS19668 AID P 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 11 14.44:35 2018 Page 1 ID:rFkhvM3 Wg7GifrcDMh42Oxyq_6K-2goD W N2uHmHn W54k_ibgVBuyxlyKU9XMh3XDywzwOpA t-0 5 11-0 11.3 B 16.8-0 23.4-0 284L8 34-1-0 40-0-0 1-0 0 5. Sri a 5.4.8 6.8-0 5.4-8 5-4-8 5.17-0 s oo 12 5x5 = 5x6 = b 24 25 8 is m ca 14 1p 12 au of I 3x4 = 34 = 3x8 = US = 3x4 = 3x4 = 8-7-4 18$-0 23.4.0 31-4-12 40.0-0 t & 7 4 8-0-12 j S-84 8.0.12 8-7-4 Stale = 1:69 7 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/de8 L/d PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.82 Vert(LL) -0 23 14-15 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 SC 093 Vert(CT) -0 47 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 077 Horz(CT) 0.15 9 n/a n/a BCDL 100 Code FBC2017fTP12014 Matrix -MS Weight: 220 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 of puffins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14 REACTIONS. (Ib/size) 2=1660/0-7-8, 9=1660/0.7.8 Max Horz 2--169(LC 10) Max Uplift 2=302(LC 12). 9=-302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3084/953, 3-4=-2862/922, 4-5=-2164/789, S-6=-1878/762, 6-7-2164/789, 7-8=28671922, 8-9=3085/953 BOT CHORD 2-IS-766/2808, 14-15=-610/2376, 12-14=-424/1900, 11-12=-619/2300, 9-11=775/2719 WEBS 3-15=329/183, 4-15=93/509, 4-14--645/281, 5-14=159/630, 6-12=157/703, 7-12=-645/281, 7-11=-931508, 8-11-329/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu8=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; SCOL=3.Opsf; h-15ft; 13=45h; L-24f1; eave-5ft; Cat. 11, Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Extefior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0.0 to 1641-0. Extenor(2) 16-8-0 to 27- 6-15. Interior(1) 27-6-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber 0OL=1 60 plate grip OOL=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 Opal 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 BCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 302, 9=302. Philip J O'Reeggan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 wARNINo • Verity deetgn parameters and READ NOTES ON Ties AND INCLUDED MIT EN REFERENCE PAGE MI1403 rev. 16A3/3015 BEFORE USE. Design valid for use only wdh MUM connectors. This design is based only upon parameters Shawn, and Is for an Individual building component, not a trun system. Before use, the building designer must verily the applicabdey of design parameters and property Ineorporate this design Into the overall buSNng design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addnionel temporary and permanent bracing M iTe k' IsalwaysrequiredforctablldyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication. Storage, delivery, erectlon and bracing of trusms and truss systems, tree ANSVrPH Quality Criteria, DSB4 2 and SCSI Building Component 6004 Parka East Blvd Safety information available from Truss Pta1e Instituta, 216 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 381310 Job Truss Truss Type oy Ply Park Sq Hms/Margate II 1966A•TRAY T12941404 PKS19668 All HIP 1 1 Job Reference (ootionall Mid-Flodda Lumber, Bartow. FL. S.130 s Sep 15 2017 Mi rek Industries, Inc Thu Jan 11 14:44 37 2018 Page 1 ID:rFfnwM3Wg7GifrcOMh42Dxyc_6K-VCwtx349pNXMPE667dlaczlu5fyy12f8NOKOozwop8 1 7.74 14.8-0 20-0 0 254-0 324-12 40-0-0 1 7.74 7.0-12 54-0 54-0 7.0.12 7-7-4-0 3 Sx7 = 1.Sx4 II Sx7 4 23 5 24 6 14 13 Ar 12 " 11 10 3x8 = 1 5x4 It 3x4 = 5x8 = 3x4 = 1 Sx4 II Scale = 1:68 9 3x8 = 7-74 14-0 20-0-0 ( 254-0 I 324.12 40-0-0 I 7.74 7-0 12 54-0 54-0 7-0.12 7.74 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.80 Veri(LL) 0.18 12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.36 11-12 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 093 Harz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight. 219 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1660/0-7-8, 8-166007-8 Max Harz 2=-15O(LC 10) Max Uplift 2-302(LC 12), 8=-302(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling direly applied or 6-7-7 cc bracing FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=30621958, 3-4=2371/824, 4-5=-21861843, 5-6=-21861843. 6-7=-2371/824, 7-8=3062/958 BOT CHORD 2-14=-768/2667, 13-14-758/2667, 12-13=-491I2031, 11-12= 499/2031, 10-11=-767/2667, 8-10=-76712667 WEBS 3-14=0/319, 3-13=734/306, 4-13=-103/516,4-12 115/409, 5-12=-351/175, 6.12=-115/409. 6-11=-1031516,7-11=-734/306, 7-10=0/319 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Opsf; h-15ft, B=45ft: L=24ft, eave=5ft; Cat. 11, Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 14-841, Exterior(2) 14-841 to 29-6-15, Interior(1) 29-6.15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip OOL=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 w111 fit between the bottom chord and any other members, with BCDL - 10 Opal 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2-302,8=302. Philip J. O'Reeggan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING . VaMrp design parameters and READ NOTES ON THIS AND INCLUDED ACTEN REFERENCE PAGE MII.7473 tev. taN307090 BEFORE USE. we — Design valid for use only with MITek® connectors This design Is lased 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 owed design Bracing Indicated Is to prevent buckling of IndMdual truss web and/or more members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the labrleation. storage, delivery, erection and bracing of trusses and trues "arras, sea ANSVTPI1 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke Fast Bad. Salety Intannatlon available Dom Truss Plate Institute. 218 N Lee Street, Sues 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss cuss Type Oty Ply Park Sq Hmslblargate 11 1966A4RAY I T12941405 PKS19668 Al2 SPECIAL 1 1 job Reference Mid -Florida Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Thu Jan 11 14:44:38 2018 Page 1 ID rffnwM3Wq7GifreOMh42Dxyq_8K-zPULSP5nZhfMNYoJfr8X7pWSSV 17hZgoN 11uYFzwOp7 1 78-12. 8. 14," 16.4-1 21.8.4 27.4-0 33.4-12 40-0-0 1 712 6.9, 1.10-05 4.3 5 7-12 8-0 12 8 71 xa = 5x5 = 15x4 II 5x8 = Scats - 1:70 1 15 ' 13 " 12 11 3x8 = 3x4 = 4xS = 3x8 = 3x8 = 3x4 = 1.Sx4 II 3 LOADING ( psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017frP12014 CSI. TC 0.87 BC 0.74 W8 0.61 Matrix - MS DEFL. In (loc) Uden L/d Ven( LL) -0.21 15-16 :-M 240 Vert( CT) -0.47 16-22 :--M 180 Horz( CT) 0.13 9 n/a n1a PLATES GRIP MT20 2441190 Weight, 223 lb FT = 2096 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at mldpt S-I S. 5.13 REACTIONS. ( lb/size) 9=1660/0-7-8.2-1660/0-7-8 Max Horz 2-148(LC11) Max Uplift 9=-302(LC 12). 2=302(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3000/919, 3-4=-28411953, 4-5=-26661957, 5-6=-2517/897, 6-7=2517/897, Philip J O'Regan, PE 7-8=2528/835, 8-9=31071942 FL License 58126 BOT CHORD 2-16=-711/2698, 15-16=-468/2094, 13-15=-592/2478, 12-13=543/2187, 11-12-761/2715, 6904 Parke East Blvd. 9- 11=-761/2715 Tampa, FL 33810 WEBS 3-16=-440/259, 4-16=-237/747, 4-15=-528/1652, 5-15=1421/552, 5.13-75/279, 6- 13=379/198, 7-13=172/552. 7-12=-83/460, 8-12=-614/250, B-11-0/267 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd-108mph: TCDL=4 2psf; BCDL=3.Opsf: h=15ft; 8=45ft; L-24ft: eave=5tt: Cat. It: Exp B: Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(l) 2.0-0 to 14-6-0, Exterlor(2) 14-6.0 to 30- 4-0. Interior(l) 30.4-0 to 41-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 at -lb) 9= 302,2=302 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VeM1y design puamaters and READ NOTES ON T10S AND INCLUDED W 7EK REFERENCE PAGE 111147472 ray. tde2/201S BEFORE USE. Design valid for use only who MlTekm Connectors This design Is based only upon parameters shown. Wild u for an hdWIL181 building component, not a truss system Before use. the building designer must verily ma applicability of de iltin pankmatsrand apropertyUK49 Wate this design into the overall building design Bracing indicated Is to prewm buckling Of Individual truss web and/or Chord members only. Additional temporary and permanent bracing M iTe k' Is alwaysrequiredlotstabilityandtopreventCollapsewithpossiblepersonalInpuyandpreperrydamage. For general guidance regarding the fatlrkation, storage, delivery, erealon arts bracing of wawa and truss systems, see ANSMII Quality Criteria, Dsada and SCSI Building Component 6804 Pans East Blvd. Safety Information available them Truss Pate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sit Hms/Margate II 1966A-TRAY I T12941408 PKS19668 A13 SPECIAL 1 1 Job Reference loationall Mkt-Flodda Lumber, Bartow, FL. S.130 a Sep 15 2017 MTek Industries. Inc. Thu Jan 11 14:44:39 2016 7.6.4 6-11-12 3-10-0 5.4.3 5.7.12 5-0-12 6-74 Scale - 1.70.1 Sx5 I I 4 25 eta 15 14 13 12 11 3x6 = 3x4 = Sx5 = 4x6 - 3x8 = 3x4 = 1.Sx4 II 3x8 1 9.54 1 1B4.1 9.54 8.10.12 23•B•4 I 294-0 I 344-12 54-3 5-7-12 5-0 40-0-0 12 5-7-4 Plate Offsets (X.YI- 17 0.6-0.0.2-81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. In (loc) 1/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.28 Vert(LL) -0.33 I S-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.61 IS-16 >786 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Harz(CT) 0.14 9 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 215 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling direly applied or 7-0.12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8.9-166010.7-8 Max Horz 2=148(LC11) Max Uplift 2=302(LC 12). 9=-302(LC 12) FORCES. (Ib) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3018/935, 3-4--2841/956, 4-5=-329811155, 5-6--2901/1006, 6-7=-2901/1006, PhilipJ. O'Regan, PE7-8=2685/887. 8-9=31461974 FL License 58126 BOT CHORD 2-16=-712/2648, 15.18=-468/2030. 13-15=-784/2961, 12-13=-618/2343, 11-12--799/2759, 69N Parke East Blvd. 9-11--799/2759 Tampa, FL 33610 WEBS 3-16-442/261, 4-16=2221790, 4-15-662/1965, 5-15-1614/637, 5-13=252/58, 6.13=-377/197, 7-13=-253/772, 7-12-69/398. 8-12=-488/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=140rnph (3-second gust) Vesd=108mph; TCDL-4.2psf; BCDL=3 Opsf; h=15ft; B-45ft; L-24ft; eave=5ft; Cat. II; Exp B; Encl., GCpI=0.18; MWFRS (directional) and GC Exterlor(2) -1-0-0 to 2-0.0. Interior(1) 2-0-0 to 14-6-0, Exterlor(2) 14-6-0 to 1741-0, Interior(1) 184-1 to 41-0.0 zone;C-C for members and forces 1L MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL=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 M 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 jolnt(s) except (it=rb) 2=302, 9=302. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Vrety, design pa smatra and READ NOTES ON T aS AND INCLUDED aaTEN REFERENCE PAGE add-7473 raw, td112r20t8 BEFORE USE. wwww Design walls for use any with MlTek* cannecku . This design Is based only upon parameters shown, and le for an Individual building component, not w a truss system. Bsfore use, the building designer must verify the applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated Is to prevent buckling of Individual base web andlr chord members rd7. Addsbnel temporary and permanent Mating M ITe k' Is always requlred tatstabady end to prevent colup to with possible personal Injury and property damage. Fr general guidance regarding the fabrication. storage, delivery, region and braWg of basses end bass systems, aid ANSVTPII Duality Criteria. 09842 and SCSI Building Componem 8904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 38610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY I T12941407 PKS19668 A14 SPECIAL 1 Job Reference (optionall Mid-Flonda Lumber, Bartow. FL. 3.130 a Sep 15 2017 MI Iek Inaustnes, Inc. Inu Jan 11 14:44:40 2010 7-8 4 6.11-12 5-8 4 0.1-12 . 541-0 5-" 4.0-12 4-74 Seale - 1.70.0 5x5 = 4 16 15 14 13 12 11 1x6 t.5x4 II axe = 5x6 = 300 = 3x4 = 3x6 - LOADING (par) TCLL 20.0 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FSC20171TP12014 CSI. TIC 0.76 BC 0.89 WB 0.87 Matrix -MS DEFL. in (loc) Udefl L/d Ven(LL) -030 13 "99 240 Van( CT) -0.61 12-13 >784 180 Horz( CT) 0.19 9 Na n1a PLATES GRIP MT20 244/190 Weight' 210 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Calling directly applied or 6.10.15 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5.15 REACTIONS. ( lb/size) 2=16W/0.7-8, 9=1660/0.7-8 Max Harz 2-148(LC 11) Max Uplift 2=302(LC 12), 9-302(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3--3063/919, 3-4-2398/807, 4-5=-23651801. 5-6=3373/1125, 6-7=-3373/1125, Philip J. O'Regan, PE 7-8-28551918. 8-9=3132/1011 FL License 58126 BOT CHORD 2-16=-700/2668, 15-16=-700/2668, 13-15=1009/3664, 12-13=-101013661, 8904 Parke East Blvd. 11. 12=-676/2507, 9-11 -840/2774 Tampa, FL 33610 WEBS 3-16-01310. 3-15=721/281, 4-15=-505/1676, 5-15=20181694, 5-12=368/100, 6. 12=365/190, 7-12=-35911109. 7-11=-42/377. 8-11=315/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph: TCDL-4.2psf; 8COL-3.Opsf; h-1511; B=45ft: L-24ft: eave-5ft, Cat. 11, Exp B: Encl.. GCpi=O 18: MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2.0-0 to 14-6-0, Exterior(2) 14-6-0 to 1741- 0, Interior(1) 20.41 to 41.0-0 zone;C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL-1.60 plate grip OOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at ioint(s) except (it=1b) 2- 302. 9-302. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwmp design P&AR"Isters and READ NOTES ON T aS AND INCLUDED aaTEK REFERENCE PAGE M&7472 rev. taa3/20ta BEFORE USE. Design valid for use only with Wait* connectors This design Is baud only upon parameters shown, and la for an Individual building component, not a bust system. Before use, the building designer must verity the applicability of design parameters and propady Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buCWIng of Individual truss web and/or chord members colt Addslonill temporary and permanent bractng Welk' IsalwaysrequiredforstbasyandtoprawndcollapsewithpossiblepersonalInjuryapropertydamageForgenarslguldanasregardingthefabrlatlon, storage, dativery, erection and bracing of trusses and trust system&, ste ANSUTPI1 Quality Criteria. 03849 and SCSI Building Component 6904 Perko East Sm. Safety Infomubon available from Truss Plata Institute. 210 N. Lea Street, Suite 312. Alaxandrla, VA 22314 Tampa. FL 38610 Job Truss cuss Type Oy Ply Park Sq Hms/Margate 11 1966A-TRAY T12941408 PKS19666 A15 SPECIAL 1 1 Job Reference Mkt-Flodda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 11 14:44.41 2018 Page 1 IO:rffnwM3Wq?GifrcOMh420xyq_8K-0 AUnR7fsclwEOXuLzhEISSyMi_eus2E37_Y92zwOp4 9-10-3 148-0 1fit 22.4.1 27.10.0 33.4-0 38-12 40-0-0 1-0 5 2-5 4-7-13 4-7-13 3 11.0 3.11-0 58-0 56-0 3-0 12 3 7 4 5x5 II a oo 12 Scale - 1.71.3 3 2 19 ` o " 18 17 18 15 14 13 i5x12 US II Bx8 = 8x12 MT20HS = 4x5 = 1.Sx4 II 8xS MT20HS = 3x4 = US LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina NO SCOL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except• 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-17: 2x6 SP DSS. 14-17: 2x4 SP No. 1D WEBS 2x4 SP No 3'Except' 5.17: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (Ib/size) 2-308210-7-8.11=1975/0.7-8 Max Horz 2=148(LC 7) Max Uplift 2=-751(LC 8). 11=-401(LC 8) CSI. DEFL. in (loc) Udell L/d PLATES GRIP TC 0.96 Vert(LL) 0.48 15-16 >994 240 MT20 244/190 BC 1.00 Vert(CT) 0.96 15-16 >499 180 MT20HS 1871143 WB 0.84 Horz(CT) 0.21 11 n/a n/a Matrix -MS Weight- 239 Ib FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 1 Row at midpt 4-17, 7-16, 7-14, 6-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6567/1595, 3.4--510311227. 4-S-3547/846, 5-6=-3595/863, 6.7=4808/1063, 7-8=5137/1069,8-9=-5119/1064,9-10=-36741734.10.11-3859/760 BOTCHORO 2-19=1358/5824, 18-19=-1350/5791, 17-18=-961/4494. 16-17=40714265. 15-16=1220/6292. 14-15= 121816296, 13-14=560/3268. 11-13 620/3408 WEBS 3- 19=263/1083, 3.18=1498/448, 4-18--468/1785, 4.17=-1985/582, 5.17=-683/2896, 6.16-- 340/1834,7-16=-2681/646,7-14=-1351/307,8-14=-375/120,9-14=462/2193, 9-13= 0/285, 6.17=1898/412 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf: BCDL=3.0psf: h-15ft: 13=45ft: L-24ft: eave-Sft: Cat. II: Exp B: Encl., GCpt=0.18, MWFRS (directional): Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonooncurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd 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 (it=lb) 2.751. 11=401 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 130 lb down and 112 lb up at 6-11- 4 on top chord, and 311 lb down and 119 lb up at S-0.12, and 62 lb down at 6-11-4, and 1296 lb down and 412 lb up at 7-9-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard Philip J O'Regan, PE FL License 58128 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO - Varfy design pararrtsrsrs and READ NOTES ON THIS AND INCLUDED AarEK REFERENCE PAGE 01.7472 rev. I01083raeM BEFORE USE. Design valid for use only with Wake connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component, not truss system. Before use, the budding designer must very the Applicability of design parameters and property Incorporate this design Into the ovens uniting design. Bracing Indicated Is t0 prevent Welding of Individual truss web and/or chord members only Additional temporary and permanent bracing M ITek' Is aways reqa g uired for stabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageFeneralguldanceregardingthe fabrication, storsge, delivery, erection and bracing of trustee and truss systams, ace ANSVrPl1 Quality Criteria. OSS419 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 216 N. Les Street, Suite 312. Alexandra. VA 22314. Tampa, FL Mato Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 1966A-TRAY T12941406 PKS19668 A15 SPECIAL 1 1 Job Reference Mid-Flodda Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=60, 5-7=-60, 7-9-60. 9-12=60, 2-22=-20 Concentrated Loads (lb) Vert 19=311(F) 25=90(F) 28=-39(F) 29=1296(F) 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 14:44.41 2018 Page 2 ID.rfhiwM3Wq?GifrcOMh4ZDxyq_6K-O AUnR7(sclwEOXuLzhEIS8yMi eus2E3? Y9ZzwOp4 Q wARNING • VaAIy deslpn panmersn and READ NOTES ON THIS AND INCLUDED ANTEX REFERENCE PAGE M10-7473 rev. 10103/2015 BEFORE USE. Design valid rot use only with MlTek* connectors This design Is based arty, upon parameters shown, and Is for an Individual building component, nit a muss system estate use, the budding designer must verify the applinbitity of design parameters and properly Inearporate fhb design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or Client members only. Additional temporary and permanent bracing M iTek' Is always required fat stability and to prevent Collapse with possible personal Injury and property damage For general guldence regarding trio falxlution, storage, delivery, erection and bracng of trusses and truss systems, see 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. Mexondrla, VA 22314 Temps. FL 38610 Job Truss Truss Type Oty Ply Park Sq HmslMarpate II 1966A-TRAY T12941409 PKS196fi8 81 COMMON 1 1 obReference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi fek Industries, Inc. Thu Jan 11 14.44.51 2018 Page 1 ID:rffnwM3Wq?GifrcOMh4ZDxyc_6K-SvmGtsfxVgIWRYIpw3te92YmekRVEXGiMYP4V zwOow 1 0-0 5-1.4 9-8-0 14.2.13 19-0-0 1.0.0 5-1.4 4.6-12 4.1,42 4.9.3 4x4 = Scale - 1.33 1 li 40 = Sx8 = 4x4 = LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCOL 10.0 Code FBC2017frPI2014 LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 6=758/0-7.8, 2=822/0.7-8 Max Horz 2-98(LC 11) Max Uplift 6=-126(LC 12). 2=162(LC 12) CSI. DEFL. in floc) Udefl Ud TC 0.46 Vert(LL) 0.14 7-13 999 240 BC 0.84 Vert(CT) 0.31 7-13 731 180 WB 0.21 Horz(CT) 003 6 n/a n/a Matrix -MS FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1272/425. 3-4=-947/323, 4-5-9441333, 5.6=12491429 BOT CHORD 2-7=-33411116. 6-7=317/1068 WEBS 4-7=- 1371559, 5-7=3421200, 3.7=-388/215 PLATES GRIP MT20 244/190 Weight' 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-7 oo purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, SCOL-3 Opsf; h=15ft; B=45ft; L-24ft; eave=oft; Cat 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Inlerlor(1) 2-0-0 to 9-841, Exterior(2) 9-8-0 to 12-8-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (it=lb) 6=126,2= 162. Philip J. O' Regan, PE FL License 58128 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING. Vadry design pararnatere and READ NOTES ON rMS AND INCLUDED aarEK REFERENCE PAGE af&7472 tw. IO 212016 BEFORE USE. ' Design valid for use only with MfTek® connectors. This design Is based only upon porametara shown, and Is for an Individual building component, not a truss system Before use, the building designer must venty the applicability of design parameters and properly Incorporate this design Into the overall buildhg 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 requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryendproperlydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, "a ANSVrPN Quality Crlterts, 03049 and BCSI Building Component 6204 Parka East Blvd Safety Information available from Truss Plate Institute. 21S N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 38610 Job Truss Truss Type Oty Park Sq Hats/Margate 11 1966A TRAYly T12941410 PKS196613 82 HIP 1 1 all Mid•Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 11 14:44:51 2018 Page 1 IO rF(nwM3Wq7GifrcOMh420xyq_6K-SvmGtafxVgIWRY1pw3la92YngkUpEXaiMYP4V zwOow 1-0-0 4-94 9414 10-4-1 1441-13 19.0.0 1.0-0 4-9-4 4.2.12 1-4-1 4.2.12 4.5.3 EA Scale - 134.2 4x4 = 4x4 = 4x4 = 44 = 4x4 = 3x4 = 3x4 = 9 0-0 14.1 7-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (log) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ven(LL) 0.13 10-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.26 BC 0.69 Ven(CT) 0.29 10-16 >793 180 BCLL 0.0 ' Rep Stress Iner YES WB 0.19 Horz(CT) 003 7 n/e We BCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 89lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-16 oc purling. BOT CHORD 2x4 SP No 2 BOT CHORO Rigid ceiling directly applied or 9-3-13 od bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7-75810-7-8, 2=822/0.7-8 Max Harz 2=92(LC 11) Max Uplift 7-126(LC 12). 2=162(LC 12) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. Philip J. O'Regan, PE TOP CHORD 2-3=-1293/479. 3-4=-978/361, 4-5=819/363, 5-6=-972/371, 6-7=-1258/462 FL license 58126 BOT CHORD 2-10-39711137, 8-10-189/819, 7-8=360/1079 East Blvd. Temm pea,. FFLL338t0 Tampa. WEBS 3-10-384/235, 4-10=85/301, 5.8=-82/256, 6-8=-326/216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.0psf; h-15ft, B-45f1; L=24ft, eave=4R; Cat. 11; Exp 8: Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 9-0-0. Extenor(2) 9410 to 104- 1. Interior(l) 14-8-12 to 194)-0 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 psf bottom chord live load nonooncurrent 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 M between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=1b) 7- 126, 2-162. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING . VWfy, design parameters and READ NOTES ON T10S AND INCLUDED IIaTEK REFERENCE PAGE Ma-7472 rev. IMN2015 BEFORE USE. 04algn valid for use only wdh MlTette Connectors. This design Is based only upon parameters shown, and is for an individual building camponam, net a truss "am. Before use. the building designer must verity the applicability of design parameters and property Incorporate this design into the "Wag building design. Bmdrg Indicated is to prevent budding gof Individual truss web andfor C!"d mambers only. Additional temporary and permanent b=bV M iTe k' Isalwaysrequiredforsubgltyandtopreventcagapsswithpossiblepersons! Iniury, and property damage. For general guidance regarding the fabritatlon, storage, delivery, erection and btatlng of trustee and truss systemsse , e ANSI/TPl1 Quality Criteria. 038419 and BCSI Building Component 6904 Parka Eats Blvdgaiety lnfomution availablefromTrussPlateInstitute. 218 N. Lee Street, Suite 312. Maxandns, VA 22314 Tampa, FL 366 10 Job Truss Truss Type Ory Park Sq Hms/Margate II 1966A-TRAY1PIyr T12941411 PKS1966B 83 HIP 1 1 b Reference (optional) Mid-Flodda Lumber, Bartow, FL. I 1.0.0 ' 3-9.4 8.130 a Sep 15 2017 MiTek Industries. Inc. Thu Jan 11 14:44:52 2018 Page 1 frcOMh42Dxvo 6K-Z5Ke4BFZG ON3it7UnOphm5sm8oHz sbC8d1RzwOov 3-2-12 54.1 13.2.12 44 = 4x9 = 4 17 1a 19 5 Seale - 1:33.1 4x4 = 3x8 = 4x4 = 3x4 = 4x5 = LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCOL 10.0 Lumber OOL 1.25 8CLL 0.0 ' Rep Stress Inv NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP NO.3 REACTIONS. (Ib/size) 7-1387/0.7.8, 2=142WO.7-8 Max Horz 2=73(LC 7) Max Uplift 7=-287(LC 8), 2=-318(LC 8) CSI. DEFL. in loc) Ude8 Ud TC 0.82 Vert(LL) 009 8-10 999 240 8C 0.81 Vert(CT) 0.19 8-10 sSN 180 WB 0.25 Horz(CT) 0.07 7 n/a n/a Matrix - MS PLATES GRIP MT20 2441190 Weight: 91 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.13 oe purtins. BOT CHORD Rigid ceiling direly applied or 8-6-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=26621578. 3-4=-24701552. 4-5=-2209/517. 5.6-2411/542, 6-7=26311554 BOT CHORD 2-10=-48412351, 8-10=41612163. 7-8=455/2185 WEBS 3-10=-273/69, 4-10-261646. 5.8--12/583 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psh BCDL-3.Opsf; h=15ft: 8=45ft; L=24ft; eave=oft; Cat. It, Exp 8, Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except Qt=lb) 7- 287. 2-318. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 175 Ib up at 7- 0-0, 97 Ib down and 88 lb up at 9-0-12. and 97 lb down and 88 lb up at 10-3-4, and 195 lb down and 176 lb up at 12-4-1 on top chord, and 332 lb down and 76 lb up at 7-0-0, 68 lb down at 9-0.12, and 66 lb down at 10-3.4, and 332 lb down and 76 lb up at 12- 3-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1 25. Plate Increase-1.25 Uniform Loads (plf) Vert: 14=-60, 4-5=-60, 5.7=-60, 11-14=-20 Concentrated Loads (lb) Vert: 4=148(F) 5=148(F) 10=332(F) 8-332(F) 17=-97(F) 18-97(F) 20=-41(F) 21-41(F) Philip J O'Regan, PE FL Ucense 58128 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMHO - VMry dulpn Psnmef. and READ NOTES ON rmS AND INCLUDED AI17EK REFERENCE PA E Mf1.7473 rev. rdWr20fe BEFORE USE Caslpn vstid for use omy with MRekdf connectors This design Is based only upon parameters shown, and la for an Individual building componerd, not truss ss "am. Before use, the building designer must verify the applicability, ofdeeplparameters and property Incorporate this design Into the Overall building design. Staring Indicated Is to prevent buclkil g of IndMdwt Inns web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse wish possible personal Injury and property damage. For general guidance milmni rag the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Dually Cntens, 08849 and SCSI Building Component egos Parka East Blvd. Safety Information avaWble from Truss Plate Institute, 218 N. Last Street. Suite 312. mexandns. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq Hms/Margate II 1968A-TRAY T12941412 PKSIOS68 C1 COMMON 2 1 b(ontionall Mid-Flodde Lumber, Bartow. FL. t-0-0 LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 SCOL 10.0 76-0 40 = 6.130 s Sep 15 2017 MITek Industries, Inc. Thu Jan 11 14:44:63 2018 Page 1 7Gif QMh420xyq_6K-1Hu01XGBI1YOgsS82Uv2E_d4YYC6iS17gsuAZtzwOou 1366 IS." , 16-0.0 , 1." ' 1-0-0 Scale - 1:20.1 9 3x4 = 2x8 II ,, •, — „ LUMBER - TOP CHORD 2x4 SP No 2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC2017/rP12014 REACTIONS. (lb/size) 11-686/0-M.8=834/0-3-0 Max Horz 11-81(LC 11) Max Uplift 11=-252(LC 12), 8-207(LC 12) CSI. DEFL. in loe) Udell L/d PLATES GRIP TC 0.62 Vert(LL) 0.06 9-10 >999 240 MT20 2441190 eC 0.51 Veft(CT) -0.12 9-10 >999 180 WB 0.14 Horz(CT) 0.01 8 Me n/a Matrix -MS Weight: 58 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-389142. 3.4=-5641277, 4-5-550/279. 56-456/104 BOT CHORD 2-11-901433, 10-11=-82/429, 9-10-82/429, 8-9=-82/429, 66=82/429 WEBS 3-11=5531473, 5-9-360/341 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd=108mph; TCDL=4 2psf, BCOL=3.Opsf; h=15ft; B-45ft; L-24ft, eave=oft; Cat 11; Exp B; Pan. Encl.. GCpi-0.55; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0. Interior(1) 2-0.0 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0 zone; cantilever left and right exposed ;C-C for members and forces tL MWFRS for reactions shown; Lumber DOL=1.60 plate grip COL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Ot=lb) 11-252, 8-207. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING . VeNty design parametara and READ NOTES ON TNIS AND INCLUDED AOTEK REFERENCE PACE AW472 rev. 16002/20/5 BEFORE USE. Oeslpri valid for use only with MiTeke connectors. This design Is baud only upon parameters shown, and Is for an IndMdual ouedfrq componers. not a truss system. Before use, the buddkp designer must varlfy the Applicability, of design parameters and property Incwporste this design Into the overall building design Brazing indicated Is to prevent buckling of Individual truss web and/or Chord members only. Addeiow temporary and parmanard bracing M iTe k' Is alwayskarsysrequiredfarstabilityandtopreventcallepsewithpossiblepersonalInjuryandpropertydamage. For general gunee regarding the fabdcaaon, storage, delivery. erection and tracing of trussas and truss "am$. sae ANSIRPII Quality Cnterta, OSS49 and SCSI Building Component 6904 Parke East SM. Sataty Infomudon available from Truss Plate Institute. 218 N. Lea Street. Suite 312. Nexondds. VA 22314. Tamps. FL 36610 Job Truss --[Truss Tp TRAY 10ty ly T12941413 PKS19688 C2 HP 1 1 Mkt-Flodda Lumber, Bartow, FL. 8.130 It Sep 15 2017 Walk Industries, Inc. Thu Jan 11 14:44.54 2018 Page 1 ID:rffnwM3Wq7GifrcOMh4ZOxyq_6K-VIJSO\AHpobg4101 NDCOHnBAFTyX3Rv792Wdk6JzwOot 1-0-0 7.04) 8-0-0 13-0.8 IWO 16.0.0 1-0-0 7.0.0 1-0-0 5" 1 3 B 1-0-0 04 = 4x4 = 3x4 = 2x8 II ,^' •• •~' •• w 1, LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FSC2017/TPI2014 REACTIONS. (Ib/size) 13-68610.3-8, 9=634/03-0 Max Harz 13-77(LC 11) Max Uplift 13=-252(LC 12), 9=207(LC 12) Scats - 1:27.7 CSI. DEFL. In (loc) Ildefl Ud PLATES GRIP TC 0.61 Vert(LL) 0.08 10-11 >999 240 MT20 2441190 SC 0.53 Vert(CT) -0.12 10-11 >999 1B0 WB 0.14 Horz(CT) 0.01 9 We n/a Matrix -MS Weight, 63 Ill FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3 392/67, 3-4=567/301. 4-5-4611324, 5.6=554/301, 6.7=465/l33 BOT CHORD 2-13=105/435, 12-13=99/434, 11-12--96/435, 10-11--1001433, 9-10-100/433, 7-9-1001433 WEBS 3-13—S22/ 472, 6-10-3141331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7- 10; Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; SCOL-3.Opsf: h-15ft; B-45111; L-24ft; eeve=oft; Cat. II; Exp B; Part. Encl.. GCpl=0.55; MWFRS (directional) and C-C Exterior(2) -143-0 to 2-0-0, Interlor(1) 2-0-0 to 7-0-0, Extedor(2) 7-0-0 to 8-0-0. Interlor(1) 12-2-15 to 16-0-0 zone, cantilever left and right exposed ;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 pat bottom chord live load nonooncurrent with any other live toads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 13-252,9-207. Philip J. ORegan, PE FL License 58126 6904 Polka East Blvd. Tamps, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG - Verify destin parameters and READ NOTES ON INS AND INCLUDED A6rEK REFERENCE PAGE 114114472 rev. tGOOL M6 BEFORE USE. Design valid for we only with Wake conneoWs This design Is based only upon parameters shown, and Is for an Individual building Componant, not a truss system Before use, the building designer must ady the applicability of design parameters and property Inearpereta this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndlAdwl truss web and/or chord members" Additional temporary and permanent bracing Welk' Is always required fatstabilayandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageforgeneralguidanceregardingthetabrleatlon. storage, delivery. ereIR erection and bracing of trussesandtrusssystems, see ANSPIt Quality Cdterla, 09642 and scot Building Component 62W Parke East BIM. astaty Infomutlon available eon Truss Praia Institute. 218 N. Lee Sweat. Suke 312. AhwMde. VA 22314. Tamps. FL 36810 Job Truss cuss Type Dry Perk Sq Hms/Margate II 1966A-TRAY IPty T12941414 PKS19668 C3 HIP 1 1 Job Reference loctionall Mid-Flodda Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 11 14.44:55 2018 Page 1 ID:rffnwM3Wq?GifreOMM2Dxyq_6K-zgOn j01RZvoxwAca9vMJPjNgMmZAMpIHANHelzwoos 1-0-0 &0-0 to." 1341-6 15-0-0 IS." 1-0-0 5-0-0 5-0-0 3.8-8 1.3.8 14-0 4x4 = 4x4 = tx4 II LOADING (pep SPACING- 2.0 0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.83 TCOL 10.0 Lumber DOL 1.25 8C 0.96 BCLL 0.0 Rep Stress Ina NO WB 0.18 SCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 1 'Except' 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.10 WEBS 2x4 SP No.3 REACTIONS. (lb/stze) 7=827/0.8-0, 12=999/0.3-8 Max Horz 12=-58(LC 6) Max Uplift 7--323(LC 8). 12= 419((-C 8) Max Grav 7-827(LC 18), 12=999(LC 1) 4xS = 19 20 21 22 DEFL. in (toe) laden Lid Vert(LL) 0.10 10-11 >999 240 Vert(CT) -0.20 10-11 2-842 180 Horz(CT) 0.02 7 n/a n1a Scale - 1.27 7 12 3x4 = PLATES GRIP MT20 2441190 Weight: 67 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-14 cc purling. 80T CHORD Rigid calling directly applied or 10-0-0 cc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown TOP CHORD 2-3=-858/317, 3-4=1031/417, 4-5-8451383, 5.6=1277/516, 6-7=1263/463 BOT CHORD 2-12=-298/838, 11-12=-3101838. 10-11=384/1116, 9.10=384/1102, 7-9-384/1102 WEBS 4-11=01266, 5.11-3151129, 5-10=15/367, 3-12=4971249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vuh-140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCOL=3.Opsf; h=15f1; 8=45f1; L=24rt; eave=48; Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional): cantilever left exposed: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it -lb) 7=323. 12=419. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 orb down and 223 lb up at 5-0-0, 70 lb down and 114 lb up at 7-0-12. and 70 lb down and 114 lb up at 7-114, and 143 lb down and 223 orb up at 10-0-0 on top chord, and 76 lb down and 17 lb up at 5.0-0. 52 lb down and 17 lb up at 7-0-12, and 52 lb down and 17 lb up at 7-11-4, and 76 lb down and 17 lb up at 9-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 4-5=-60, 5.8=-60, 13-16-20 Concentrated Loads (orb) Vert: 4=-96(F) 5=96(F) 11=-46(F) 10=-46(F) 20-70(F) 21=70(F) 23=41(F) 24= 41(F) Philip J. O'Regan, PE FL License 58128 69N Parke East Blvd. Tamps, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - YNNY design Parameters and READ NOTES ON TINS AND INCLUDED ACTEK REFERENCE PACE AW473 tw. 1 rw3izdra BEFORE USE. Oesign valid for use only with MRek® connector*. This design Is bused only upon parameters shown. are Is for an Individual bustling component. not at as system. Before use, the bvudbtg designer must verily the applicability at design parameters and properly Incorporate this dealgn Into the overate budding design. Bracing Indicated It to prevent butkibq of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required forstab9=y and to prevent collapse with possible personal I*ry and property damage For genand guidance regarding the fabrlcetten, storage, delivery, erection and bracing of trusses and truss "ants. sae ANSIRPII Duality CdtwU. OSS4 2 and SCSI Building Component e904 Parke East Blvd. Safaty Infonnadon available from True Pisa tnsaute. 218 N. Las Street. Sude 312. Akfxondda. VA 22314 T*mpa, FL 36610 Job Truss russ Type Park Sq Hms/Margate 11 1966A-TRAY JACK 10ty 112ty T12941415 PKS19668 CJ 4 1 Job Reference (optionall Mid-Florlda Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries. Inc. Thu Jan 11 14.44 55 2018 Page 1 10:rffnwM3 Wq7GifrcOMM20xyq_6K-zgOmjDIRZvoxwAca9vyWJPjY)M7NAOZIHANHeizwOos 1-0-0 1.0.0 1." 1-0-0 LOADING (psf) SPACING- 24).0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 3x4 = 1-0-0 CSI. DEFL. In loc) uden Ud TC 0.07 Vert(L-) 0.00 7 999 240 BC 0.01 Ven(CT) 0.00 7 M 180 WB 0.00 Horz(CT) 0.00 3 n/a We Matrix -MP REACTIONS. (lb/size) 3=11/Mechanical, 2-130/0-3-8. 4-2/Mechanical Max Horz 2-40(LC 12) Max Uplift 3-11(LC 9), 2=56(LC 12), 4=2(LC 1) Max Grav 3=17(LC 17), 2=130(LC 1), 4-13(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1.7.2 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purling. BOT CHORD Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. Vul1=140ntph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL-3.0psf, h-15ft; B-45ft; L-24ft; eave=oft: Cat. If: Exp B; Part. Encl., GCpi=0.55: MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces Q 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 3.60 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2, 4. Philip J. O'Regan. PE FL License 58126 6904 Parke East Blvd Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO - Verify design perametere end READ NOTES ON Tons AND INCLUDED MTEK REFERENCE PAGE a111403 rev. 10NL20/11 BEFORE USE. ' Qaslgn valid for use Only with Mrrek® Connecter$ This destgn is based only upon parameters shown, and is for an Individual building component. not a truss system Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucdding of Individual truce web andlor chord members onty. Additional temporary and permanent bracing M ITek' Is sprays required for stability and to prevent mlispu with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Criteria, 08049 and BC81 Building Component 6904 Parke East BM Safety Information available from Truss Plate Instllute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type oty Ply Perk Sq Hms/Margale II 1988A-TRAY 712941418 PKS19MB CJ1 JACK 9 1 Job Reference (optionall Mid-Flodda Lumber, Bartow, FL. 1-0.0 ID 2x4 = S.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 14:44:56 2018 Scale - 1.7.0 LOADING (pan SPACING- 2-0-0 CS1. DEFL. In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Ven(LL) 0.00 5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 8C 0.01 Van(CT) 0.00 5 >999 180 SCLL 00 Rep Stress Iner YES WB 0.00 Horz(CT) 0.00 2 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 5lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purims. 80T CHORD 2x4 SP No.2 80T CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0.7-8, 4=-0/Mechanical Max Horz 2=35(1_C 12) Max Uplift 3=-3(LC 9), 2=-59(LC 12) Max Grev 3=11(LC 17), 2-130(LC 1). 4=12(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; 8=45ft; L-2411; eave=oft, Cat. II; Exp 8; Encl.. GCpI=0.18; MWFRS (directional) and C-C Extenor(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 chard live bad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will 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. Philip J. aRegan, PE FL License 5al26 8904 Perks East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNwo - VarNy design paramsNrs and READ NOTES ON INIS AND INCLUDED ANTEK REFERENCE PAGE MIF7473 mv. /6IOnOt6 BEFORE USE. Design valid lot use any with 1111`08 connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verily me applicability of design parameters and property Incorporate this design Into the overall Ouitding design. Bracing kWicated is to prevent buekling of Individual truss web W&W dord members only. Additional temporary and permanent bracing M ITek' Is always required for stablI4 end to prevent collapse with possible personal I*ry and property damage. For general guwanre regarding the labdeetion, storage, delivery, erasion And belong of tntsYs and Was systems, sae ANSVTPII Quality Criteria, OSBas and SCSI Building Component 6604 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Sit". Suite 312. Alexandria. VA 22314 Tamps, FL 361110 Job Truss russ Type Ply Park Sq Hms/Margate II 1966A-TRAY 10tyJACK T12941417 PKS19668 CJ2 1 1 ReferenceJobooa Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Thu Jan 11 14:44.56 2018 Page 1 ID:rFfrlwM3Wq?G frc0Mh4ZDxyq_6K-Ssa9wZl3KDmXJAmjdTlscFjMKavrpSWg6rACzwOor 241-0 2-8-0 Scale a 1:12 1 3x4 = LOADING (psr) SPACING- 2-0.0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP , TCLL 20.0 Plate Grip OOL 1.25 TC 009 Vert(L-) -0.00 3-6 M 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 3-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n1a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 9lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1-104/0-7.8, 2=70/Mechanical, 3-35/Mechanical Max Harz 1-36(LC 12) Max Uplift 1=-6(LC 12), 2=29(LC 12) Max Grev, 1-104(LC 1), 2=70(LC 1), 3-49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph: TCDL-4 2psf; BCOL-3.Opsf: h=15ft: B-45ft: L-24ft: eave=oft; Cat. It: ESP 8: Encl.. GCpl=O.18; MWFRS (directional) and C-C Exterior(2) zone:C-C for members and forces d 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 nonconcurtent 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 3.641 tell by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 1, 2. Philip J. aRegan, PE FL License 58128 8904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARMNO • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MX7473 ~. leglools BEFORE USE. we Design valid for use only with Mrrek® connecters. This design Is based only upon parameters Shown, and Is far an Individual buddkq ordoponOM, nit a truss "am. Before use, the buldmg designer must verify the applicability, at design parameters and preperiy, Incorporate this design Into the oveta0 building deskgn. Bracing Indicated Is to prevent buckling of Individual truss web androchord lerdmembers Only. Adddional temporary and permanent area 9 M iTek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossibleperaUdalInjuryandpropertydamageForgeneralguidanceregardingtheimbrication, storage, delivery, erection and bracing of wages and truss systems. Sea ANSVTPII Quality Crites, D8699 and SCSI Building Component 6204 PWIA East BM. Safety Information available from Truss Plate Institute. 218 N Led Strdet, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Perk Sq Hms/Margate II 1966A-TRAY T12941418 PKS19668 CJ3 JACK 9 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 11 14:44:57 2018 Page 1 I D:rf tnwM3Wq7GifreOMh420xyq_6K-w38X7vJi5N2f9TyHK_Ogous9guel3b1UsOiezwOoq 141-0 3-0-0 1410 3-0-0 Scale. I" V 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 009 TCOL 10.0 Lumber OOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORO 2x4 SP No 2 REACTIONS. (lb/size) 3=7 1 /Mechanical, 2-188/0.7-8, 4=36/Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-26(LC 12), 2=50(1.0 12) Max Grav 3=71(LC 1). 2=188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. OEFL. In (loc) Wall L/d PLATES GRIP Ven(LL) -0.00 4-7 >999 240 MT20 2441190 Vert(CT) -0.01 4-7 :-999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins. BOT CHORD Rigid ceiling direly applied or 10-0.0 oc bracing. NOTES- 1) Wind, ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL-4 2psf; BCDL=3.Opsf; h=15ft; B=4511; L-24111; eave=oft; Cat II; Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces R MWFRS for reactions shown; Lumber DOL-1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 240-0 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. Philip J. O'Regan. PE FL License 58126 6204 Parke East Blvd Temps, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNINO - Vw fig design parameters and READ NOTES ON Ties AND INCLUDED MITEK REFERENCE PAGE afo-7472 rev. 146e3/2015 BEFORE USE. Design valid for use only with MRekm connecters. This design le bated only upon parameers shown, and Is for an IndMdual building componere, not a truss system. Before use, the budding designer must verify the applicablitly of design parameters and property Inwrporate this design Into me overall building design Brsctng Indicated Is to prevent buckling of Individual truss web and/or ctrerd members only. Additional temporary and permanent bracing Welk' Is always required for stability and re prevent Collapse with possible personal Injury and propel damage. Far general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss "Cams. see ANSIRPII Quality Criteria, 03842 and SCSI Building Component 604 Parka East Blvd. Safety Information evadable tram Truss Plate Institute. 210 N. Lee Street, Su is 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Margate II 19660-TRAY T12941419 PKS12668 CJ3A JACK 3 1 o all Mid-Flodde Lumber. Bartow. FL. 8.130 a Sep 15 2017 MiTek Industries. Inc. Thu Jan 11 14:44:57 2018 Page 1 ID:rFfrlwM3Wq7GitrtOMh4ZDxyg_6K.w38X7vJi5W2t9T1yHK_Ogou09gVel3blUsOiezwOoq t 0-0 3.0-0 t-0-0 3-0-0 Seale - 1:13.0 3x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Ilden Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 012 Vert(LL) 0.01 4-7 999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -001 4-7 >999 180 SCLL 0.0 ' Rep Stress Ina YES WS 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 11 Ill FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. ( lb/size) 3=74/Mechanical, 2=188/0-7-8, 4-34/Mechanical Max Horz 2.78(LC 12) Max Uplift 3=47(LC 12). 2=-58(LC 12) Max Grav 3=86(LC 17), 2-188(LC 1), 4=53(LC 3) FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.Opsf, h-15ft; B-45ft; L-24ft; eave=oft; Cat. It: Exp B; Part. Encl.. GCpi=0.55, MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-", Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nontwncurrent 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 Ito uplift at iolnt(s) 3, 2. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNINO • Vrlry design Parameters and READ NOTES ON 710E AND INCLUDED WiITEK REFERENCE PA E Ma.7173 rev. t4VWO/S BEFORE USE. wwww Deep valid far use only with Wirral® can mft a. This design Is based any upon parameters shown. and Is for an Individual buitding componara, ad a truss system. Before use, the building designer must verify rere ow the applicabilityofdesignpanteteandpropertykWAgMrMbthisdeslpnh" the ns design Bracing Indicated le to provers buckling of IndlNdwl tons web and/or chord members Or". Additional temporary end pemunam bracing M iTek' is:ding balwaysrequiredforstabilityandtopreventcollepsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the faMcation. storage. delMry, erection are bracing of trusses and truss systems, Bea ANSIRPII Quality CAteds, D3842 and SCSI Building Component 6904 Ps" East Blvd. Safety Information available from Truss Plate Institute. 210 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply Park Sq HmslMergale II 1966XTRAY I T12911420 PKS19668 CJ38 JACK 1 Job Reference lootlonall Mkt-Flodda Lumber, Bartow, FL. 6 130 s Sep 15 2017 MTek industries, Inc. Thu Jan 11 14:44:53 2019 Page 1 ID:rFhIwM3Wq?G ftOMh4ZDxyq_6K-OFhvLFKKwAWndK9g2VDxtL1iZz3NIJkz8bxF4zwOop t-0-0 3-0-0 t-0-0 3-0-0 Scale - 1:13.0 LOADING (psf) SPACING- 240-0 CSI. DEFL. In loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) 0.01 4-5 >999 ISO BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 11 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3-41IMechanical, 4=-54/Mechanical, 5-308/0-3-8 Max Harz 5=78(LC 12) Max Uplift 3=-36(LC 12), 4=-54(LC 1), 5=125(LC 12) Max Grav 3=57(LC 17). 4-32(LC 12), 5=308(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCOL=4.2psh, BCDL-3.Opsf; h=15ft; 8=45R; L=24ft: eave=4ft: Cat. II; Exp S; Part. Encl.. GCpi=0 55, MWFRS (directional) and C-C Exterior(2) -1 0-0 to 2-0.0, Interior(1) 2-40 to 2-11.4 zone; cantilever left exposed :C-C for members and forces 3 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 chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard 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, 4 except at -lb) 5-125. Q w-ma • Verity design parameters and READ NOTES ON INS AND INCLUDED ACTEK REFERENCE PAGE Mt47472 r . 16003MIS BEFORE USE. oaatgn Valle for use only with WOW CanMgera. TNa design IS based only upon parameters shown. and IS for an individual building Component. not a truss system. Before use, the buadIng designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent bucNing of Individual truss web ante Chard members only. Additional temporary and permanent bracnit Is a ways required for stabildy, 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. ace ANSUTPII Quality Criteria. 0882/ and SCSI Building Component Safety Information available from Truss Plata Insisted. 21e N. Lee Street, Suds 312. Alexendds. VA 22314. Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies M!Tek' 6904 Parke East Blue. Tampa, FL 361110 Job Truss russ Type Oty Ply Park Sq HmslMargale 11 1966A-TRAY JACK T12941421 PKS1966B C.14 1 1 all Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 11 14:44:58 2018 Page 1 ID•rFfmvM3Wq?GiheOMh4ZOrA_6K-OFh4FKKwAWndK9g2VDxILOGZ LNIJkz8bxF4zwOop 44W 441-0 Scale - 1:17 1 US = I 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) UdeO Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 3-6 >999 240 MT20 2441190 TCDL 10.0 Lumber OOL 1.25 BC 0.25 Vert(CT) -0.05 3.6 >999 180 BCLL 0.0 Rep Stress Incr YES W8 0.00 Harz(CT) 0.01 1 n/a n/a SCOL 100 Code FBC2017frPI2014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-8-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1-184/0-7-8, 2-124/Mechanical, 3-60/Mechanical Max Horz 1=64(LC 12) Max uplift 1=-12(LC 12), 2=-51(LC 12) Max Grav 1-184(LC 1), 2=124(LC 1). 3-87(LC 3) n. FORCES. (lb) - Max Comp /Max. Ten. - All forces 260 ( lb) or less except when shown. Pump J. 6 PE FL Licenssee 5818128 6904 Parke East Blvd. NOTES- Tampa, FL 33810 1) Wlnd: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h-1511; B-45ft, L=24ft; eave=411; Cat II; Exp B; Encl.. GCpi=0 18; MWFRS (directional) and C-C Exterior(2) 0.0-0 to 3-0-0. Interior(1) 3-0.0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=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 tell by 2-0.0 wide will M between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • VWUV destan parameters and READ NOTES ON THIS AND INCLUDED NSTEK REFERENCE PAGE A 067472 ray. 14002r20/S BEFORE USE. Design valid for use only with MrTakm connectors This design Is based only upon parameters shown, and is for an Individual building Component, nel at ruce "am. Before use, in* building designer must ve fy the apprlrAblay, of design parameters and property Incorporate this design Into ins overall buldng design entlng kMktlso Is to buckling of IndhAOual true web ara/ar tllom mamban onty Addebnal temporary arse permanent braGng M k' prsvaM Is Always rpulred for Stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the I le fabrication, storage, delivery. erection and bracing of cusses and truss "ems. sae ANSVTPII Quality Criteria. 09842 and BCSI Building Component 6904 Parka East Bid Safety Information available from Truss Pleta Institute. 218 N. Lee Street. Suite 312. Mexondde, VA 22314 Tampa. FL 360110 Job Truss russ Type oty, Ply Park SillHms/Margale 11 1966A-TRAY JACK T12941422 PKS19WB CJS 71 1 all Mid-Florlda Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 14:44:59 2018 Page 1 ID:rFhrwM3Wq?G1f QMh42Dxyq_6K-sRFHYbLyd7lNOni&OIOSUFtAIzJT6C2uCoLVnxzwOoo 1-0.0 5-0-0 LOADING (psf) SPACING- 240.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10 0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017fTP12014 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 2x4 = 5-0-0 I se.e CSI. DEFL. in loc) I/defl Ud TC 0.32 Veri(LL) 0.04 4-7 999 240 SC 0.26 Vert(CT) 0.06 4-7 988 180 WB 0.00 Horz(CT) 0.00 3 n/a Na Matrix -MP REACTIONS. (lb/size) 3=127/Mechanieal, 2-264/0-7-8, 4=64/Mechanical Max Harz 2-90(1-C 12) Max Uplift 3=-50(1-C 12), 2=54(LC 12) Max Grav 3-127(LC 1). 2=264(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:17.0 PLATES GRIP MT20 244/190 Weight: IS lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purOns. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf: BCDL=3.Opsf; h=15ft; B=45ft; L-24ft; save=4f1: Cat. It: Exp S; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 240-0, Intertor(1) 24-0 to 4-114 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) 3, 2. Philip J. O'Regan. PE FL License 58128 SOW Parke East Blvd. Tamps, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 wARMNo - verity, design parameters and READ NorEs off /10S AND INCLUDED AerEK REFERENCE PAGE Ala-7472 rw. 1414=01A BEFORE USE. Oeslgn valid for use only with Wake connectors. This design It based any upon parameters shown, and Is far an Individual bu idag component, not a truss "am. Before use, the bu fto designer must verity, the applicability of design parametars and property Incorporate this design into the overall building design Bracing Indicated Is a prevam buckling of Individual truss web andfor Chord members only. Adddlonal temporary and permanent bracing MITek' Is always required for stability and to prevent EOdapsa with possible personal injury and properly damage. For general guidance regarding me fabrication, storage, daft". ereabn and bracing of trusses and truss systems, see ANSUTPII Quality CAtwU. 09849 and BCsI Building Component 6904 Parka East BM. Safety Infernatlon available from Tens Plate Institute, 216 N. Lee Street. Suite 312. Alaxandda. VA 22314. Tamps. FL 311610 Job Truss Truss Type Oy Ply Park Sit Hms/Margate 11 1988A-TRAY T12941423 PKS19666 D1 MONO HIP 1 1 Job Reference Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MfTek Industries. Inc. Thu Jan 11 14:45:00 2018 Page 1 ID:tFlrfwM3Wq7GiftcOMM20xyq_6K-KepfmxMaOROEOxUXySXhOSO1sNV7rel1 RS42JzzwOon i 14) 0 i 5-0-0 i 641-0 1-0-0 S-0-0 1$-0 Scale a 1.19 1 4x4 = 1.Sx4 II 3 4 2x8 = 1.Sx4 II 5.0.0 8-e.0 141-0 ' Plate Offsets (X Y)- 12.0-8-0 0-0-141 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.16 6.9 >500 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Ven(CT) -0.33 6-9 >236 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) 0.01 2 n/a n1a SCOL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe puriins, BOT CHORD 2x4 SP No.1 except end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-13 oc bracing. REACTIONS. (lb/size) 5=402/Mechanical, 2=36810.7-8 Max Horz 2=91(LC 8) Max Uplift 5=99(LC 8). 2-81(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-3161143 NOTES- 1) Unbalanced roof live bads have been considered for this design 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph: TCDL-4.2psf; BCOL-3.Opsf; h-15ft; 8=45ft; L=24ft: eave=oft, Cat. Philip J O'Regan. PE It: Exp 8; Encl., GCp1=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 FL License S8128 3) Provide adequate drainage to prevent water ponding 6904 Parke East Blvd 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Tampa. FL 33810 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 glyder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s) 5, 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 183 lb up at 6-0-0 on top chord, and 92 lb down at 5-0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase-1.25 Uniform Loads (pd) Vert: 1-3=-60, 3-4=-60, 5.7w-20 Concentrated Loads (lb) Vert- 3=-123(8)8=-65(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNINO - Vadly dastgn parameters and READ NOTES ON 7/0S AND INCLUDED IN TEK REFERENCE PAGE A1/1.7473 rer. tae3/20t8 BEFORE USE Deep valid for use only with MRek® connectors. This design u based any upon parameters shown, and is for an Individual building component, not at is system. Bator* use. the building designer twat verily the applicability of design parameters and property I IM pal ate this design Into the overall building design Bracing Indicated Is to bueWing of Individual trust web andlor chord members only. Additional temporary *no ptrm*n*nt bracing M iTek' prevent Is always required for Stablidy, and to prevent altepee with possible personal Injury and property damage. For general guidance regarding the to , .I Ion. Storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPII Duality Criteria, OSS49 and SCSI Building Component 8204 Perlis East Blvd. Safety information available from Trust Plate Institute. 218 N. Let Street, Suite 312. Alexandds. VA 22314 Tampa, FL 36610 Job Truss rues Type Oty Ply Park Sq Hr1lslMargate 11 1960A-TRAY T12941424 PKS19668 FT1 SPECIAL 1 1 Job Reference o tie 1 Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 14:45:00 2018 Page 1 ID:rf f11wM3Wg9GifrcOMM2Dxyq_6K-Keph=MaOROEOxUXySXhOSOl1 NiLr2L t RS42JuwOon 3-3-10 6-7.4 3.3-10 3.3-10 2x4 11 4x4 = 1 04 = 7 2 a a 3 a Dacca — 4 1 Sx4 II 1.Sx4 II LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 064 TCOL 100 Lumber DOL 1.25 BC 0.09 BCLL 0.0 Rep Stress Inv NO WB 0 41 SCOL 10.0 Code FBC2017rrP12014 Matrix -MP DEFL, in (loc) Well Ud Vert(L-) -001 5 :-.M 240 Vart( CT) -0.02 5 >999 180 Horz( CT) -0 00 4 n/a nla LUMBER- BRACING - TOP CHORD 2x6 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 6=912/0.6.12, 4-1316/Mechanical Max Uplift 6=262(LC 4), 4=392(LC 4) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-S- 880/267, 1.2-792/235, 2-3=792/235, 3-4=1284/397 WEBS 1-5=-322/1086, 2-5=-14231469, 3-5=322/1086 Scale - 1.21.0 PLATES GRIP MT20 244/190 Weight: 48 lb FT - 20% Structural wood sheathing directly applied or 6-0.0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuft-140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL-3.Opsh h=15ft, B=45ft; L-24ft; eeve=4ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (directional); 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 tell by 2.0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (t=lb) 6= 262, 0392. 7) Hanger(s) or other connection deviee(s) shall be provided sufficient to support concentrated load(s) 574 lb down and 227 lb up at 24- 0, and 574 lb down and 227 lb up at 4 4-0, and 574 lb down and 227 lb up at 5-5.8 on top chord. The design/selection of such connection device(s) its the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=20 Concentrated Loads (lb) Vert: 7=574 8=574 9=574 Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNINo - vanry daalgn pa wheems and READ NOrEs ON rIRS AND INCLUDED efITEK REFERENCE PAGE 1100403 rev. idVWDIS BEFORE USE. Design valid for use only with Mf rakO connectors. This dasign Is based only upon parameters shown, and Is AW an Individual building cemponent, not tnus " am Before use, the bullding designer must vergy me applicability of design parameters and property Incorporate this design into the Overall building design Sractng Indicated Is to prevent buckling of Individual truss web andlor chord members omy. Aedsionel temporary, end permanent bracing M!Te k' IsalwaysrequiredfarstabilityandtopreventcellapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, starsge, delivery, erection and bracing of trusses and trust systems, sea ANSVTPII Quality Criteria. OS649 and BCEI Building Component 6904 Parks East Blvd. Safety Inforn adon available from Truss Plate Institute, 218 N Lee $Veal. Suite 312. Alexandria. VA 22314 Tampa, FL 361110 Job Truss Truss Type oty Park Sq Hms/Margate II 1966A•TRAY JPly T12941425 PKS19668 JS JACK 5 1all Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 M(Tek Industries. Inc. Thu Jan 11 14:45:01 2018 Page 1 1 D-rFMwM3 Wq7GihcOMh42Dxyq_6K-0gN2zGMC81Y5e53kWA2wlgzVvmzga52Bg6gbrPzwOom 1-0-0 5-0-0 1-0-0 5-0-0 US = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 BC 0.33 SCLL 0.0 Rep Stress Ina YES WS 0.00 BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=130/Mechanical, 2=264/0.7-8.4=61/Mechanical Max Horz 2-117(LC 12) Max Uplift 3=-63(LC 12), 2=70(LC 12). 4=2(LC 12) Max Grev 3=1SO(LC 17). 2=264(LC 1). 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:17 9 DEFL. In (loc) Well L/d PLATES GRIP Vert(LL) 0.05 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >991 180 Horz(CT) -0.01 3 n/a n/a Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or S•0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing NOTES- 1) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vesd-108mph: TCDL-4 2psh BCDL=3.Opsf., h-15ft: B-4Sft: L-241t: eave=oft: Cat. It: Exp B: Part. Encl . GCpI=0.55, MWFRS (directional) and C-C Extertor(2) -1-0-0 to 2-0-0, Interlor(1) 240 to 4-11-4 zone:C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36-0 tell by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) 3, 2, 4. Q wARNINO • Venrydawan ommetera and READ NorES ON TMS AND INCLUDED AO EK REFERENCE PAOE ee1.7Q3 rev. tON2120f6 BEFORE USE. Design Wlld for use only with MRekS denneelora This design Is based only upon parameters shown, and Is for an IndNkusl building component, not a truss "am Before use, the building designer must verify the app0ublly of design parameters and properly, Incorporate this design Into the overall building design. Bracing indlceted Is to prevent buckling of individual truss web and/or chard members only. Additional temporary and Permanent orating Is always required for Stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the faorketlon. Storage, dellvery, erection and bradng of Inset and truss Systems, see ANSVTPII Ousllty criteria. osa42 and BCS1 Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Phi III J. aRegan, PE FL License 58126 6904 Parke East Blvd Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies M! Tek' 6004 Parke East BIM. Tampa. FL 36610 Job Truss Truss Type Gty Ply Park Sq Hms/Margale II 1966A4RAY I T12941428 PKS1966B J5A JACK 1 1 Job Reference i Mid-Flodda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 14:45:01 2018 Page 1 ID:rff vwM3Wq7GitrcGMh42Dxyq_6KogN2zGMC91Y5e53kWA2w2gzMff xa52Bg6gbrPzwoom t-0-0 5-0-0 Scale a 1:17 0 2x4 54.0j Sidi i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 10.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 Rep Stress Ina YES WB 0.00 BCDL 100 Code FBC2017frP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Iblsize) 3=127/Merhanical, 2=264/0.7-8, 4=64/Meehanical Max Horz 2-90(LC 12) Max Uplift 3=50(LC 12). 2=-54(LC 12) Max Grav 3=127(LC 1).2=264(LC 1).4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in floc) I/de0 Ud PLATES GRIP Vert(LL) 0.04 4-7 >999 240 MT20 244/190 Vert(CT) -0.06 4-7 >988 180 Horc(CT) -0.00 3 We We Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph: TCOL-4.2psh BCDL=3.Opsf: h=15ft: 8=45ft; L-24ft; eave=oft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1." to 2-", Interior(1) 2-0-0 to 4-11-4 zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip COL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. Philip J. O'Reegpan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33610 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wmwt##o - vw* daalan parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PADE alfl-7473 tev. 18AIM013 BEFORE USE. Oeslgn valid for uss only with MUM eonneam. This design is Weed only upon parameters shown, and is br an Individual bubdeig Component, not a truss system. Batas uss, the building designer mull verily the applkabikly of design parameters and property Incorporate this design Into the overall building design Bracing kciuted Is to prevent buddirig of Individual truss watt andlor Chord members only. Addaional temporary and permanent bracing Welk' Is always required for stability and to prevent COUP" with possible personal injury and prau parlydamageForgeneralguldanregardingthe fatwkatlon. storage, delivery, aredion acid bracing at wises and truss systems, sea ANSVTPIt Quality Criteria, oseas and SCSI Building component 6204 Parka Fast Blvd Sataty Infomistlon available from Tens Plate Institute, 218 N. Lea Street, Sidle 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss russ Type Oy Park Sq Hms/Margate II 1966XTRAY JACK 1PIy T12941427 PKS19668 J8 1 1 loptionall Mid-Flodda Lumber. Bartow. FL S.130 s Sep 15 2017 MiTek Industries. Inc. Thu Jan 11 14:45:02 2018 Page 1 ID•rFfnwM3Wq7GifrcOMh4ZDxyq_6K-GOxOBcNgw2gyFEew3ta951Vc "NJYIKumZ9oszwOol 641-0 641-0 I 24 = a Sale - 1.22 0 6A-0 LOADING (pan SPACING- 2-0-0 CS1. OEFL. in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.64 Vert(LL) 0.11 3-6 >727 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 8C 0.50 Vert(CT) -0.21 M >385 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 21 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oC puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 1=264/0.7-8, 2=176/Mechanical, 3-88/Meehanical Max Horz 1=92(LC 12) Max Uplift 1=-21(LC 12), 2=-70(LC 12) Max Grav 1=264(LC 1). 2=176(LC 1), 3=124(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Philip J o'Reeggaan. PE FL License 58126 NOTES- 1) Wind: ASCE 7-10; VuR-140mph (3-second gust) Vasd-108mph: TCDL=4.2psh, 8CDL-3.0ps1; h=15N; 8=011; L=241t; save-4R; Cat. 6904 Parke East Blvd. Tampa, FL 33810 II; Exp 8, Encl., GCpl=0.18. MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3.0-0, Interlor(1) 34)-0 to 6-7-4 zone:C-C for members and forces 6 MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO - Varlfy design parameters and READ NOTES ON rMS AND INCLUDED MITEK REFERENCE PAGE Ma-7472 rev. 186MOt S BEFORE USE. Deep valid for use only with MrTekm connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and property Incorporate this design Into the oversl building design. Bracing Indicated Is to prevent buckling of Individual ausa web anafor Cwrd members only. Additional temporary and permanent bracing M iTek' Is akasys required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, as ANSVIVII Quality Criteria, OSS49 and SCSI Building Component 6204 Parke East SM. Safety Information available from Tnrss Putts Insisted. 218 N Lee Street, Suite 312. Mezencida. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park Sq HmslMargate II 1966XTRAY 1 T12941428 PKS1966B J7 JACK 12 1 Job Reference Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Thu Jan 11 14:45:03 2018 Page 1 I D:rFfhwM3Vdq7GifrcOMh420xyq_6K-kCVoOyOShMoptOD6db5Oe52mmac027YU7OJWzwook t-0-0 7." t-0-0 7-0-0 24 = LOADING (pan SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 10.0 Lumber DOL 1.25 BC 0.54 BCLL 0.0 - Rep Stress Inv YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-183/Mechanical, 2-342/0-7-8, 4=90/Mechanical Max Horz 2-118(LC 12) Max Uplift 3=-73(LC 12), 2=-59(LC 12) Max Grav 3=183(LC 1). 2-342(LC 1), 4-129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:22.9 DEFL. in (loc) UdeO L/d PLATES GRIP Ven(LL) 012 4-7 >679 240 MT20 2441190 Vert(CT) -024 4-7 >348 180 Horz( CT) 0.00 2 n/a We Weight: 24 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu8=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft, 8=45ft. L=24ft, eave=4ft; Cat 11; Exp 8: Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 6.11-4 zone;C-C for members and forces ff, MWFRS for reactions shown; Lumber DOL-1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will 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. Pinup J O'Regan. PE FL License 58126 6904 Parke East Blvd Tampa. FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vanly design parameters and READ NOTES ON lies AND INCLUDED a11TEK REFERENCE PAGE MO•T473 rev. MOV2015 BEFORE USE. Design valid for use any, with We* connectors. This design Is based only upon parameters shown, and Is for an itldkAdual budding component, not a truss system. Before use, the budding designer must vent' the oppdubiliy, of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucking of Individual truss web and/or Chord members only Additional temporary and permanent bracing M iTe k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguldenregardingthefabrication, storage, delivery, aradion and bracing Of trussed and truss aystertis, sea ANSUTPI1 Quality Criteria. OS642 and SCSI Building Component egos Pardo East Blvd Safety Information available from Trust Plate Institute, 218 N. Lae Street, Suite 312. Alexandila. VA 22314 Tampa. FL 36810 Job Truss. Truss Type Oy Ply Park Sq Hms/Margate If 196SA-TRAY T12941429 PKS19668 KJS JACK 2 1 job Reference (optional) Mkt-Flodda Lumber, Bartow, FL. 8.130 a Sep 15 2017 Mrrek Industries, Inc. Thu Jan 11 14:45:93 2ota Page t ID rFfnwM3Wg7GifrtOMh4ZDxyq_BK-kCVoOyOShMoptODOdb5Oe52pxag62_WU7OJiwlzwOok 17-0-14 1 - 4-4- 4 7- 0.14 Seale - 1:17.5 12 8 1x4 II LOADING ( pso SPACING- 2- 0 0 CSI. DEFL. In lot) 1/deft Ud TCLL 20.0 Plate Grip COL 1.25 TC 0.50 Vert(LL) 0.03 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.28 IVert(CT) 0.04 5-6 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) 0.04 4 We We SCOL 10.0 Code FBC2017fTP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 80T CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. ( Ib/size) 4=110/Mechanical, 5-31/Mechanical, 6=50710-6-7 Max Harz 6-116(LC 8) Max Uplift 4=-67(LC 5), 6=204(LC 8) Max Grav 4=110(LC 1), 5=80(LC 3). 6=507(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-3701221 PLATES GRIP MT20 2441190 Weight: 25 lb FT - 20% Structural wood sheathing directly applied or 6.0-0 oc purling. Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES- 1) Wlnd: ASCE 7-10; Vuft-140mph (3-second gust) Vasd=108mph; TCDL-4 2psf; BCDL=3.Opsf, h=15ft; B=45ft: L-24ft: eave=oft; Cat. If: Exp 8; Part. Encl., GCpI=0.55: MWFRS (directional); cantilever left exposed; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 at -lb) 6. 204. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3111 down and 27 lb up at 1- 6-12. 3 lb down and 27 lb up at 1-6-12. and 3111 down and 58 lb up at 4-4-12, and 3 lb down and 58 lb up at 4-4-12 on top chord, and 2 lb up at 1-6-12. 2 lb up at 1. 1-12. and S lb down at 4-4-12, and 5 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14-60, 5-7=-20 Concentrated Loads (lb) Vert: 12=4(F=2, 8=2) 13=10(1`=-S, 8=-5) QWARMMO - Verily design parameters and READ NOTES ON TMS AND INCLUDED AerEK REFERENCE PAGE MIP7473 ray. 10d1110MI8 BEFORE USE. Design valid for use only with MUM connectors. This design Is bated only upon parameters shown, and Is for an Individual building component, not a truss system. Befall use, the building designer must verify the applicability Of design parameters and property Incorporate this design Into the overall Dulding design. Bndng Indicated Is to prevent buelding of Individual truss web andfor chord members only. Adddlonal temporary and permanent bracing Is always required for stablldy and to prevent collapse with pos401e personal Injury and property damage For general guidance regarding the fabrication, sta igs, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 03642 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suits 312. Alexandria, VA 22314 Philip J. O'Regan, PE FL License 68128 8904 Parke East Blvd Tamps, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Wt MiTek' 8901 Parke East BM Tampa, FL 36610 Job Truss Truss Type oty Park Sq Hms/Margate 11 1 966ATRAY lyT12941430 PKS19668 KJ5A JACK 1 1 Job Reference (optional) Mkt - Florida Lumber, Bartow, FL B.130 8 Sep 15 2017 MTek Industries, Inc. Thu Jan 11 14:45:04 2018 144 1 8- 10-9 Scale - 1:16 8 2x8 t 7- 0-14 7- 0-14 LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.11 4-7 >782 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 4-7 >340 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 24 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3-183/Mechanbal, 2=371/0.11-6, 4=95/Mechanicat Max Horz 2=89(LC 8) Max Uplift 3=-62(LC 8), 2=-85(LC 8) Max Grav 3=183(LC 1), 2-371(LC 1), 4=130(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; VuIt=14Omph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf, h=15ft, 8=45ft; L=24ft; eave=oft; Cat. 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 nonfwncurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide Philipp J O'Reegpan, PE will fit between the bottom chord and an other members. FL License 58128 East y8904ParkeEast Blvd 4) Refer to girder(s) for truss to truss connections. Tempe. FL 33610 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2. 6) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1- 6-12. 3 lb down and 11 lb up at 1-6-12, and 3 lb down and 43 lb up at 4-4-12, and 3 lb down and 43 lb up at 4-4-12 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1.6.12. and 5 lb down at 4.4-12, and 5 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase-1.26. Plate Increase=1.25 Uniform Loads(pd) Vert, 1-3=60, 4-5=-20 Concentrated Loads (lb) Vert, 10=4(F=2, 8=2) 11=1O(F=-5, B=-5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO • Verify dedgn parameters and READ NOTES ON TMS AND INCLUDED AOTEK REFERENCE PAOE Af11-7473 rev. IeOL2015 BEFORE USE. Design va1N for use only with Mfrek§ connectors. This design Is based only upon parameters shown, and Is for an IndNldual building componam, not a truss eyelem Before use, the building designer must verify the applicability of design parameters and prapedy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or Utofd members only Additional temporary and permanent bracing M W IsskvaysrequiredfarstabddyandtopreventcollapsewithpossiblepersonalInjuryAnapropertydamage. For general guidance regarding the I le fabrication, storage, dalhlary, erection and bracing of trusses and truss systems, ilea ANSVrPII Quality criteria. OS042 and BCSI Building Component 6904 Parka East Blvd Safety Information Milatxe from Truss Plate Institute. 218 N. Lee SVest. Suss 312, Alexandria, VA 22314 Tamps, FL 36810 Job Truss russ Type Oy Park Sq Hms/Margate II 1966A-TRAY JACK Ipty T12941431 PKS19668 KJ7 4 1 b e all Mid-Flodda Lumber, Bartow, FL. 8.130 8 Sep 15 2017 MTek Industries. Inc. Tnu Jan 11 14:45:W LU1e ID:rf fnwM3Wq?GifreOMM2Dxyq_6K-DP3Ael PSSgwg Wol BlcdAla97_zmN9dM42G; 1." 1 5.1.3 4.8-1 Scale 2 1:22.7 txa u o 2x4 = 5.1-3 4.9.10 LOADING (psf) TCLL 200 SPACING- 2-" Plate Grlp DOL 1 25 CS1. TC 0.41 DEFL. Vert(LL) in 0.04 loc) 6-7 Vdefl 999 L/d 240 PLATES GRIP MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.08 6.7 9N 180 BCLL 00 ' Rep Stress Ina NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 42 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=134/Mechanical, 2=51310-10-10, 5=327/Mechanical Max Harz 2-118(LC 8) Max Uplift 4=-57(LC 8). 2=109(LC 8). 5--47(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=790197 BOT CHORD 2-7=-154/711, 6-7-1541711 WEBS 3-7-01284, 3-6=7741168 Structural wood sheathing directly applied or 6.0-0 oc puffins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2pst; BCDL-3.Ops(; h=15ft: B-45ft; L-24ft: eave=4ft; Cat. II: ESP B: Encl., GCpi=0.18: MWFRS (directional): Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 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 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 )oint(s) 4, 5 except at -lb) 2=109. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-1, 3 lb down and 11 lb up at 1-6-1, 3 lb down and 43 lb up at 4-4-0, 3 lb down and 43 lb up at 4-4-0, and 29 lb down and 70 lb up at 7-1-15, and 29 lb down and 70 lb up at 7-1-15 on top chord, and 2 lb up at 1-6-1, 2 lb up at 1-6-1, 5 lb down at 4-4-0, 5 lb down at 4-4-0, and 22 lb down at 7-1-1S. and 22 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (a). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced) Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 54-20 Concentrated Loads (lb) Vert: 13=59(F=29. B=-29) 14-4(F=2, 8=2) 15=-10(F=-5, B=5) 16=37(F-18, B=18) Philip J. O'Regan, PE FL License 58126 6904 Parke East Blvd. Tampa, FL 33810 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNINO - Verify design parameters snit READ NOTES ON Ties AND INCLUDED ACTEK REFERENCE PACE Ma-T472 m. I&VMfS BEFORE USE Design valid for use only with MITekB connectors This design Is based only upon parameters shown, and Is for an Indhddual building component, not a truss system Before usa, the budding designer mutt verify the applioblay of design parameters and properly IntArporate this design Into the overall building design. Bracing Indicated Is to buckling of Individual trust wee and/or chord members only. Additional temporary and permanent bracing MiTe k' prevent Is ahvayt required for stability and to prevent Collapse with possible personal Injury and properly damage far general guidance regarding the fabrication. Storage, delivery, election and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, D3842 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Tent Plate Instduts. 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tamps. FL 36810 Symbols PLATE LOCATION AND ORIENTATION 3f4' 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 1913 For 4 x 2 orientation, locate plates 0- 'act' 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 Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP CHORDS 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 END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I 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. S. Cut members to bear tightly against each other. 6. Place plates on each face or truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed I S% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purling provided at spacing indicated on design. 14. Bottom Chords require lateral bracing at 10 It. spacing, or less, if no ceiling is Installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not Cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. T- (r 53'- 8" '- 8" 1 r- o" SIB 1 1 —711 8. Itltltlltltltltltltltltltltltltltltltltltltltltltltltltltl l II'I I\II I I I II•Il•I I I I I I I I I I I I I I I)•I I I I I II 11 1_I IliI II_® ME 11 gym, @l1111® il ll•!u l l l!I I I I!Il•I I II•Il•I II•I I!!I II•, Itltltlltltltltltltitltltltltltltltltltltltltltltltltltl lttltl l m L r- V , I ir- o- _ I 12'- o- NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. A 1 J L 2 - HUS26 FLR. HGRS 6 e MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1966- B PKS1966B WA I1-11-18I Bmax I c RECORD COPY NISI City of Sanford Building and Fire Prevention Product Approval Specification Form AJ ING 18-1867 Permit # Project Location Add SANFpRO Iy 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.floridabuildino.ora. 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 94lT40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Muliion 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 f` Underla ments Warrior Roofing 915 and #30 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les 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 J. littps://www.floridabuilding.org/pr/pr_app_dtl.aspxlparain=wGfVX... J 1 Profession' 1 • Bets Nome I tog to I User Regllliation I Hot Topes 1 S.b.& SurcMrye { Stats a Facts Publications 1 FBC Staff I BCtS Ste Map I links I search { db a w-USER: Product ApprovalrPublicUser ' P.1SZSlSiMPSSIy 1 i'ielal > eHghWL oL &jg4Jo.B.5e0Ccb > ApMK&tbnj6t > AppBostion Oetan FL 1I FL8871-R8 Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Emall 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL8871 R0COI_( Certificate of Indt p20def Standard year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of4 4/15/2018, 4:50 PM Florida Building Code Online 41 https://www. fl oridabu i ld ing.org/pr/pr_app_dti.aspx?param=wG G VX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Florida Licensed Professional Engineer or Architect FL8871 _R8 Eouiv (b) Eoi%(Yalencv of Staa aLQ pQf Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 Date Approved 12/12/2017 Summary of Products __ ^ _ ___—, _• _ _ —__ __ FL # Model, Number or Name rm cription _-- 8871.1 I a. "ClasslcCraft Rustic" Series 810 "Impact" Opaque Fiberglass f Inswing or Outswing Limits of Use - _ - — — _ - Instructions i Approved for use in HVH2: Yes J'Iristallatlo. FLU$71 R8 11 {b) Inst 8871,I,p4f Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. Impact Resistant: Yes I Created by Independent Third Party Design Pressure: N/A Evaluation Reports Other. See INST 8871.1 for Design Pressure Ratings by FL@I 71 R8 AE (b) Eva 88171.1•pdf specific Model and for any other additional use limitations I Created by Independent Third Party and installation Instructions. t 8871.2 Radius Top Single Door 43409 Yes Yes b. 'ClassicCraft" or "ClassicCraft 36 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing__ -- Limits of use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A I Installation Instructions FL887.i_R@ Il ns1f.1,2.29_( Verifled By. Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 _R8 Eval 8871,2_g- specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 8871. 3 I c.."ClassicCraft" or "ClassicC Rustic Series raft 4 3' 6 x WO "Impact" Opaque Fiberglass Single Door with Sidelite ( OX or XO) - Inswing or Outswing Limits of Use installation Instructions Approved for use in HVH2: Yes FL8871 R8 It (b) Inst 8871.3.pdf 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 8871.3 for Design Pressure Ratings by FL887L RB AE Lb) Eval 8871.3.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClasslc and sidelites, this product approval requires the use ISmoothStarof "1" part numbers for these sidelites, which have been i stained or painted within six months of installation.) 8871. 4 v d ClassicCraft" or "Classlceraft 13'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series I Sidelltes (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 11 b Inst 8871.4.odf 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 8871.4 for Design Pressure Ratings by FL8871 RB AE { Eval 8871.4.f 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 " 1" part numbers for these sidelites, which have been 2 of 4 4/ 15/201 R, 4:50 PM Florida Building Code Online https://www. (loridabu i Id i ng.org/pr/pr_app_dtl.aspX7param=wG E V X... stained or painted within six months of installation.) 88871.5 —[e. "FiberClassic" or "SmoothStar" i Series i Limits of Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ- Yes I Impact Resistant: Yes Design Pressure: N/A Other: See INST 887 1. 5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - ^ J I Inswing or Outswing-- 1 Installation Instructions FL8871 R8_la (Fl Inst 8871.S.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLQ871 R8 AE (b)-Ev_a18871.5,pd( Created by Independent Third Party: Yes 8871.6 f. "FiberClassic" or "SmoothStar" 13'0 x 8'0 "Impact" Opaque Fiberglass Single Door with i-Series I Sidelite (OX or XO) - Inswing or Outswing LimitsofUse Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other: See INST 8871.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " 1" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871. 7 —1 g. "FiberClassic" or "SmoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other: See INST 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " 1" part numbers for these sidelites, which have been stained or painted within six months of Installation.) Installation Instructions LIM2 ffl)_lI_(b) tnst 8 ELZIL& p Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL8- @71. R8 AE (b)-Eva1 881-iL2df Created by Independent Third Party: Yes 3' 0 x 80 "Impact" Opaque Fiberglass Single Door with Sidelites ( OXO) - tnswing or Outswing Installation Instructions FL8 7@ 1RB11 (b)jnst 8871.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F- L89Z! R8 AE_(b) Eval R871.7.pd( Created by Independent Third Party: Yes 8871. 8 1 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Cl ClassicCraft" or "assicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ, Yes fL8871_R8__[I_(b) In t 8871.8_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 8871.8 for Design Pressure Ratings by F]0871 R8 AE_(b) Eval 8871_8.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes I and installation Instructions. 8871. 9 1. "FiberClassic", "SmoothStar", WO x WO "Impact" Opaque Fiberglass Double Door with I " ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871_R8 II (b) Inst-8871.9.%df Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by 8871 E98• AE-(D) Eval 887 t g_pjif i 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 " J" part numbers for these sidelites, which have been stained or painted within six months of installation.) eao Nast 3 of 4/15/2018.4:50 PM Florida Building Code Online hups://www.(loridabuildiiig.org/pr/pr_app_dti.aspx?par im=wGEVX... Contact Us :: 2601 Mir Stone Road Talahassee ft.H29q Phone: 6S0.487-IM The State of Florida Is an AA/EBD employer. Coovrinht 2007.2011 State of Florida.:: EENapr.Stateffira :: &-"jjbBty 5tatement :: Refund Statement Under Florida law, emal addresses are public records. 0 you do not want your a-mal address released In response to a pubt•records request, do rot servo electmnlc mall to this amity. instead, contact the office by prone or by tradtlbnal mat 9 you trdve arty quesllons, please contact SS0.487.139S. IPursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012. fterseas hcensed under Chapter 45S, P.S. must provide the Oepertment with an emal address f they have one. The emabs provided may be used for official commutdcation with the tcensee. However emal addresses are public record. If you do not wish to supply a pars net address, please provide the Department with an arras address which can be made available to the pubic. To determine f you are a tcersee under Chapter 4SS. F.S.. please click here Product Approval AccOpta: lam I1 Credit Card Safe 4 of 4/15/2018, 4:50 PM THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTDN, OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITE INSWING / OUTSWING GENERAL NOTES 1. Thor ptoduct Eros pan evaluated and b in complonce will" the 61h Won (2017) Rartdo Buidblg Code 1FBC) structural requirements Including the'Hlgh Velocity HWefeane Zone• (It W). 2. Product onchos steal be as hied and spaced as shovn+ on doted. Anchor embedment to boas matetal Shd be beyond wall dressing or stucco. 3. When used in the iiyHT the opaque door complies will Section 1626 of the Hoddc BWmng Code and dam not mqutre an impact resistant coverutg. The no*lmpod odelile must be protected wllh an impact reratant coverbng comphtno with Section 1626 of the FBC. 4. When used in aeon outside of Dx Wit requiing wind bonne debris protection The opaque door complies with FBC Sections I6M.12 6 M012.12 and does not require on impact resistant coverfiV. The opaque door meets mule level V and includes Wind Zane 4 as defined in ASTM E 1"6 and FBC Seclbm 1609.122 6 RMI2.12.1. The non+rnpact ddeltes mast be protected with on impact resistant awverfi g conVft with FBC Sectlan 16M.12 B R30121.2 S. For 2x stud banT*0 canhuction, ondwft of Mese units slot be The some as that shown for N buck masonry construction. 6 Ste conddlont that devtote from the delob of INS drawing MQUio further Ongirteedng anofysb by o lcatsed eno min or registered achled. 7. Outr* tg configurations uing abostd A Item 14 under ocflve doom and of db used under the sidelieL meet water kalrat'on requirements for 1W. B bew4to conrgurdions and outswing conflgumftons Using se item 05 under the door do not most ftfe water hfsha0eon reclullements for an overfwng a canopy ond wl be butalled the angle belweeen the edge of cain nopy or a o ro61e protected detyeeL TABLE OF CONTENTS SHENI DESCMMON 1 Typical elevaliau. design 3 erol rwtm 2 Doe panel defab ISnoofh SKIT 3 Doer Panel detob Ifiber classic 4 SldelfeDOnel details 5 Ilappaxtto, coca sections 6 Ve d cross sedOns 7 Verftcd Crass secu m B Buck and frame andt ring . 2X buck comhuctlon 9 Frame ancttaing - I%buck masonry comhuction 10 components a detob 11 Rol Motedds 54JS MAX O.A. FRAME WIDTH 37. 7S' MAX. 15sar MAX FRAME WIDTH FRAME WIDTH XV MA, 1375' MAX. rPANa WI01H r—_ PANEL WID'M a. x im xd O O P f OVERALL DESIGN PRESSURE.(PSF) DOOR TYPE DIMENSION.: ITI'_' POSVE_" NEGATIVE' INSWING S4.7S- x 98.00' 60.0 60.0 SMOOTH OUTSWING 54.75- x 96.SC- 65.0 65.0 STARINSWING 54.75- x 98.00' 60.0 60.0 FIBER OUTSWING 54.75 x 96.So• 65.0 65.0 CLASSICSee Sheet to for dedon preWe hsitallortt we DWS on LFS Who wnr FL- 8871.6 if 1 OF 11 s 4 Q .' • ' 4 L oEfAIL A -A J to srenom nmr WAR A -A pond towarcement 1N 9J c wIIIIfiVIII1Jli11 INTERIOR 1 NORRONTAL CROSS SECRON 2 b ii uii gym= Mir W NGE 43 EXTERIOR INTERIOR eVERTICAL CROSS SECTION Ta r Bn OWS n LFS a NO, FL-W71.6 c 2 or 11 I INTERIOR 1 NORRONTAL CROSS SECRON 2 b ii uii gym= Mir W NGE 43 EXTERIOR INTERIOR eVERTICAL CROSS SECTION Ta r Bn OWS n LFS a NO, FL-W71.6 c 2 or 11 I Ls 1 64 67 26667 6i EXTERIOR L DETAIL A -A J o Nbv la.L. 00000000 00000000000000a0oou000 0000000000000000000000000000000000000000009G" II 00000000 o000000000 III, WAR A -A Panel reWamemeM 28.867E OPEN AREA MAX. INTERIOR 1 HORIZONTAL CROSS SECTON 3 EXTERIOR INTERIOR 2-"*N VFIMCAL CROSS SECTION 3 nmNp I O O p ai Ana- U OS 22 08 0 o N.T.S. on ows en LFS ; uo 14, a m FL—WI.8 °a a 3 or LL n f 13]S MAIL PANEL WIDTH m d r n lf e p mI71is"M ur r— I n sue. it i MAX. DLi EX mit ZY watolt U r—l-*N HORIZONTAL CROSS SKRON q (CInaic aon & rustle) OL OR v INTERIOR 2 HORIZONTAL CROSS SECTION 4 (Fber CICMI 1' MAX. DLI SnEwit tHIER IOR 3 HORHOMAL CROSS SECTION 4 (Smooth star) fX1ERIOR IMMOR EXIERIOR I I1 RIIERIOR EX WOR gym o W d c RQERIOR 4 VERRCAL CROSS SECRON 5 VERTICAL CROSS SECTION 6 VERRCAL CROSS SECTION k,V (CIVIC acm a we) 4 (Eber dasacl 4) (Smooth stag — 91.419191 1 1= N i 05 22 08 = N.T.S. o x EFS a FL-8871.6 °o Q 4 OF 11 I 1 HORIIONrAL CROSS SE ON a R M A I• - 4 HORIIOWAL CROSS SECTION S Shownw/IXSUb•buck 4 HORIZONTAL CROSS SECTION 5 Odustaro d 3 HORIIOMAL CROSS SECTON S doopPr-Inswkig sue . U. 2 a . fit gym dmd pp z 4{ amWam I - I it MM. IYP.) P O O - N t i Y M N- 2 U 05 22 08 i 8 N.T.S. m: Ow5 m en LF'S 3 no wa d FL- 8871.8 n EXTERIOR —.71 INIMIUK i VERnCAL CROSS SECnON 6 c npj -inwin0 EXTERIOR see notes sheet 1 tpr waterinfiltratla INTERIOR 1 EXTERIOR J""f"`.- INTERIOR 2 VERWAL CROSS SECTION 6 Shown w/IXSut UCK EXTERIOR INTERIOR see for. I INTERIOR l S SS77ii• EXiE R •.• aut o gg d 40 s c P toIL u 3 VERTICAL CROSS SECnON fi AutswutB otion Seepe neral rotes sheet I tar 11VttT water Infltrolion s INTERIOR EXTERIOR see perserol rotas sheet I for tV1 water Ytfllraila trr Din ttn LFS stc tto: FL-8fl71.6 a 6 or I I p 9 8 dgL EXTERIOR INTERIOR 1 VERRCAL CROSS SECnON 7 atraappra - Wwing EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 7 uwwh0 co+fieumn EXTERIOR - 71 I MIOR 2 VERTICAL CROSS SECTION Shown.11 x sub beet EXTERIOR INTERIOR S VERTICAL CROSS SECTION 7 tuwhg configumban l II m INTERIOR Q ER18-t1h un •• M70 3 s I 2 E S m 3 VERTICAL GROSS SECTION $ 7 Oubl*Geor 9 aetb^ SI d RMIOR EXTERIOR 6 VERTICAL CROSS SECRON 7 Ouawing caMguotlon 11119191 I I i N CO_ O • 2 IN•- ° tl as Z2 oa c N.T.S. ° or ows • vi LFS 3 FL-8871.8 a IT 7 ail n r r r TT—T TYP. HEAD & MASONRY7, TYP. HEAD a I I MASON'" JAMBS 0 OPENING JAMBS II OPENING 1 MULLION SHOWN FOR REFERENCE to FRAME ONLY II L TYP. zr 2X BUCK 0 2X BUCK MULLION II L K I TYP. SILL TV. SILL RUCKANCHORING N1fWJAMB FRAME ANCHORING I masonry2XbuckconifftictionSTRIKE JAM& CONCRETE ANCHOR NOTES: 1. Concrete orchar, iocofbm at the comets may be ac*Ated to mahkdn the min. edge aWance to mortar)oInts. I Concrete anchor locaffons noted as MAX. ON CENTER' ffwAt be ac9L%1&d 10 maintain the min. edge chionce to morlorlobb. oddiflonal concrete anchm may be mqLftd to emn the MAX. ON CENTER" dimertsion are not exceeded 3. Concrete anchor table: N6H61i] XI466i MIN: CLEA,"q!qg,'#1N.'CLEARANC-E jp EDGE- 7ANCXORn Tnw 114' r 4' TAPCONS ELCO a 4' ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a nVVnhwm 5fir 009PO dafanee,I and distance, a 1 O.C. spodng wood =nw4 to prevent the spiftg of wOOcL it HINGE DETAIL LATCH A DWAMT DEMIL ggg goo.. d 0. lei6-) V . 11AKINI I II 0512VO8 b N. T. S. er Dws LFS FL-8 P THIS ANCHOR RECTO ONLY WHEN OP > &0 PSF • r p 3 I TYP. HEAD a JAMBS MASONRY OPENING i o FRAME 7 1 L TYP. IX BUCK W ONMULLION fL L I 1 TYP. SILL TYP. SILL L HINGEJAMt1 •\ CONCRETE ANCHOR NOTES: FRAME ANCHORING I. Concrete anchor locallons at Me comers may be adjusted to maintain the min. sOnY IX buck condnrctbn edge distance to mortar joints. 2. Concrete anchor Iocallons noted as MAX. ON C&4W must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to enazo the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: I R ANCHOR MINs: ''.:: CLEARANCE; MIN. CLEARANCE ANCHOR-j- MASONRY':" iO:ADJACEM::, TYPE =:> SIZE'; .'' EMBEDMENT EDGE:•_ ':- ANCNOR'.':•: 1 J4" 1-1/4" r 4" TAITWPC 1. MOWL0NNOTES: 5/8" edge distance, I• and dtstonce. d 1" o.c• sparing of wood serm" to prevent the spitting of wood. 1 SMKE JAMS LATCH a DEADSOLT DEWL HINGE DETAIL N pomp N 3p Qf C W OLNmods • e= NA MR 1 1€ N OO".N MINA G 05 22 08 a N.T.S. W. owS m' rn LFS 3 FL-8871.E c a 2- ar 11 f SlM Spocer 1/2' GLASS 3/4' THK. BITE (--- GLASS I /6' TEMP. AIR SPACE I /6' TEMP. SWIGGLP GLAZING 24 SPACER G I GIABNG Allinolale0A L - 7/IS GLASS SITE SimOETAI L ?, 222 MAY. DESIGN PRESSURE = +/ 50 PSf I' THK. GLASS 1 / B' TEMP. AIR SPACE 1/ B' TEMP. SWIGGI. E GLAZING SPACER V ` v a s lamb 7/ 1 C GLASS WE G3 G L 1/ 7lrmloleE paaa 1 / 2' THK. GLASS 1 / B' TEMP. AIR SPACE 1 / 6' TEMP. 25' STEEL INTERCEPT SPACER oKo WCU FL— W71.6 a 10 of 11 BILL f add)' * n 2-•m l•`O em Y• e^ R Em =A. hin d g 1_ p 8 s b' o m 0 o n 0 N =N 0 9a en 9 Z? Jim no eN. oo• N NOTE: WOOD DOOR COMPONENTS: PINE (SG>-0.42( z wt52208 swc N.T.S. i ono, n OWS m CRL oftsm wo rt m f1-8871.E °o MW1a11 O Of MATERTAL4 REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL W000 40 SMOOTH STAR DOOR - SEE o00R PANEL DETAIL SHEET FOR DETAILSAIXBUCKSG >= O.SS B 2X BUCK SG Florida Building Code Online https://www.ttoridabtiilding.org/pr/pr app_dtl.aspx?param=wGEVX... Business & Professional r ra z r 805 tome I lcp In I User Registration i Mot Topics 1 Submit Surcharge I Slats s Facts publications FaC Stag I SCIS Site Map tiro Search rProduct, , Approval USER: Public User ii as.en Product AMMURI Menu > @odurt.ar AgpratlpnSeairii > AR&JUIni it > Appa®tion Detail r FL # FL15332-R4 Application 'type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsltlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12131/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code LL3?_. V_&4 LO—ELCQ IKif Standa[ AAMA/WOMA/ CSA 101/I.S.2/A440 Year 2008 I of 4/ 15/2018, 5:08 PM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVX..., 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 i FL # -- -- Model, Number or Name 115332.1 1 SERIES 420 ALUMINUM SGC Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.2 { SERIES 420 ALUMINUM SGD I 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 115332.3 SERIES 420 ALUMINUM SGD REINFORCED Ilimits of Use - - _ — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 ALUMINUM SGD OXO 145-3/4'X80" NON - REINFORCED Installation Instructions FL153324 I1-08=00500F pdf Verified By: LUIS Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports f_ 415-3_32 R4 A S Q807D.p•4fCreated by Independent Third Party: Yes SERIES 420 ALUMINUM SGO OX, XO, XX 96"x80' NON - REINFORCED Installation Instructions F,• 1,3 32 ii4 II 8-00498E Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL: Ij 32Jjq AC,$jQ805D Rdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGO REINFORCED OXO 145- 3/4"06"--------•--•---- -- --- -- - • _• Installation Instructions EL15. 332g4J1_03z122A0C.Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EL.A. 333 4 A _5129G$C,pdf Created by Independent Third Party: Yes 15332.4 — SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96" x96" Limits of Use Installation Instructions Approved for use in HVHZ: No ELI533,2 R4_LT_QS4224 ,vdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C.Q1f PRESSURE RATINGS Created by Independent Third Party: Yes 115332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED XXX 143'x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FUS 32 R4 II 08 02250C,pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FILLS R4 AE 512970C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.E j 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 EL15332 R4Jjj9_Q0492E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:08 PM Florida Building Code Online ht4)s://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... 1. Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Ela5332 R4 AE 5108060.pd PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 1 SERIES 420 REINFORCED LALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No 08-00501E_-M 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 FLIS332 R4 AE 510808D.(df PRESSURE RATINGS __- - 1 Created by Independent Third Party: Yes --`!- 15332.8 -- SERIES 430/440 ALUMINUM SGO SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- I REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" Limits of use Installation Instructions Approved for use in HVHZ: No FU533ZJR4 t jR-00502E,(ld( 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 I FL1533ZR411E_`a3.Qfl040.(1df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 - SERIES 4 10/440 REINFORCED ALUMINUM SGD Limits of Use - - - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS fSERIES 430/440 REINFORCED ALUMINUM SGD XXX 1 143'x96" Installation Instructions FL15332 94 II 06-00503E,Qdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F 533291-A 5.151B311O.ad[ Created by Independent Third Party: Yes sack feat Contact Us :: 2601 Slak Stone Read- Tihha-ee FL32399 Phone: 850.487-ra2}, The State or Florida is an AA11930employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: ACCASSIbkV St11ffiCDt Under Florida low, email addresses are public retards. If you do not want your e•mal address released In response to a pubic -records request, do not send electronic mal to fhb erg". Instead, contact the office by phone or by tradtbnal mal If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4S5. 275(1), Florida Statutes, effective October 1, 2012, licensees ttensed under Chapter 455, F.S. must pmvkle the Department with an emal address r they have one. The emals provided maybe used foroffcml communication with the licensee. However email addresses are pubic record. V you do not wish to supply, a personal address, please provide the Department with &A email address which can be made available to the public. To determine of you are a icensee under Chapter 455, FS., please nick hM. Product Approval Accepts•. Kra) Credit Card Safe 3 of 3 4/15/2018, 5:08 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO 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 WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO 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 EOUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 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 I" 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 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS REVdXM OESORPeau DATE PPRWW A00E0 CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/05/15 R.L. REVISED INSTALLATKIN DETAILS 06/22/17 R.L. SIGNED: 0&22/2017 MI WINDOWS AND DOORS LLC V L11II111/,, P. 650 WEST MARKET STREET GRATZ. PA 17030 J\S . 4f,9 i GEN" 0y 6SERIES430/440 XIX SGO 143" x 96' REINFORCED a(' NOTES 7_ BTAT Of murN: orn xo. alv F.A. 08-00503 E s-41 3/09 —1 OF 9NTS Luis R. Lomas P.E. L ROGERT0 LOADS AI- t4W VA300FCRD RO LEVRSVW E. AC 2=1 FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS t7' REQUIRED --{{ MAX 6' MAX 6' MAX r I O.C. F 6' MAX 17' MAX O.C. 96' T- M" FRAME HEIGHT L 6" MAX SERIES 430/440 XIX SGD EXTERIOR VIEW DESfGNPRESSURERATtw IMPACTRATING t40.OPSF NONE SEE CHARTS Of AND A2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUh( PANEL SIZE: 48 il2' a 93' 2. MAXIMUM O.L.Q.: 44 Y4' a 90 "I SCHEDULE UNTED HANDLE SET (0644.145) AT 37 3/4' ON CENTER FROM PANEL 80TTOM IC TANDEM ROLLERS (W17.196) AT EACH END OF PANEL BOTTOM RAILS 6063.76 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS 606S75 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK Rtv IofseavinN A I ADDED CHAIRS 8 RfASED PER NEW TESTING C ADDED FLANGE INSTALLATIONS 0 REVISED INSTALLATION DETAILS E REVISED INSTALLATION DETAILS CHART/1 WHERE WATER INF9.TRATION RESISTANCE IS REOU/RED SEE NOTE 9 SHEET 1 Deagn pressure chart fps* Panel andToml Frans Wish (In) FaeFmetart cto( n) 30.0 26.0 420 47.7 90A0 108.00 12LOO fu.00 Pee Nag Poe INep Poa Np Poe Neo a 40 0 60.0 40.0 57A 40.0 52.0 40.0 4e 0 61.0 40.0 60.0 40.0 54.6 40.0 46.2 400 4SO OLS 40.0 1 59.8 1 40.0 1 51.7 46.0 48.1 40.0 42.3 a ao.0 se.e 10. Iva 4b.0 43.1 40.0 40.0 CHART 42 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Design prasaar9 chart (PSO From ski9b Panel and Taal Frano WO h at) Xebhl A 60.00 26.0 06.00 A" 2L00 177 143.00 Pea R. Pot Nap Pm Na0 Pa Meg 04.0 90.0 9 9 52A S2.0 48.0 45.0 66A 0 Q0.0 60.0 SIB 54.6 46A Ie.9 IS.O 45.0 OLO S9.6 I 59A 51.7 1 51.7 481 4e.1 42.3 42.3 08.0 56.6 1 56.6 49.0 1 49.9 43. 43.1 400 40.0 CHART a3 Number of anchor locations required FromShputPanelandTaFrarte WOtb in) Hoop o20. 0 940 2L0 fa6. 0 410 126. 0 47. 7 142. 0 Nt3 Lmb N6S Jamb H I Jamb I H65 Jamb u. 0 6 6 7 e 6 6 0 e 6Lo 7 6 7 6 e e 9 e 6: 0 7 e 7 6 e e 9 e OIL* 7 6 7 6 e 6 9 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED ELEVATIONS DROM D1YG N0. F. A. 08-00503 V- NTS - 02/23/09 1 S"O2 OF 9 L ROBERTO LONAS AE 1422 % O0DR)RD RD LENRSvXLE NC 27023 424Smaso6 rcoaramn AWE APFRMED 03/ 06/12 R.L 10/ 15/13 R.L 12/ 06/13 R.L 09/ 05/15 R.L. 06/ 22/17 R.L SIGNED. 06/22)2017 1R I IL 0 e LAn` 6t •. TATE OF O Sjs10NA Luis R. Lomas P.E. FL No.: 62514 I 1/2' MIN. nd otsneProl+ DATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 RL 1 3/8' MIN. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L WOOD FRAMING EMBEQMENT 0 REVISED INSTALLATION DETAILS 08/05/15 R. OR 2X BUCK ? BY OTHERS 1 3/8' MIN. 1/4' MAX. E REVISED INSTALLATION OETAILS 06/22/17 R.L. 1/4' EMBEDMENT SHIM SPACE MAX. FSHIM INTERIOR 10 WOOD SPACE 1/2' MIN. ;[ SCREW EDGE DISTANCE a 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11 11 INTERIOR LUUL UISIANLL VERTICAL CROSS SECTION V#VOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. WTERIORAND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED 1N ACCORDANCE WITH ASTM E2112 110 WOOD SCREW 3E SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAWM allo Iq. F.A. 08-00503 SUAE NTS — 02/23/09 INW3 OF 9 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISYM1LE• NO 270" s.ses•osos nrarrcDrOnn s.c+orn SIGNED: 06/22/2017 J'• 1A I I`I0 9 TAT 5EOP l 11EaG` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1/4' MAX. p r SHIM SPACE EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES' 1. INTERIOR AND EXTERIOR FINISHES, By OTHERS, NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOWTSEALAA?BYOTHERS TOBE DESIGNED INACCOROANCE WITHASTUE2112 IS OR RILLING R L TO BE SET IN 3ED OF APPROVED LAST 1 1/2- MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. EXTERIOR Rf 6 RLV RLSCRRPLow DATE A MOrm A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTIMG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSWlAWN DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED. 0&22/2017 MI WINDOWS AND DOORS LLC 0%%t til l0,, Sf,9650WESTMARKETSTREET PA 17030 J\? • • • • i y G E Ns. ,p iGRATZ. SERIES 430/440 XIX SGO 143' x 96" REINFORCED RA."TAT Fl-LFRAMEINSTALLATIONDETAILSp i,FSSI ORI G\NDRowexo. Rev OB-00503 j/aNA ttt VAX — S'w OF 9NTS02/23/09 4 Luis R. Lomas P.E. L ROOERIOL.Oh"RE uwoa1W4DRDRDLEVASvuENC2M0 FL No.: 6251A a'Neeeaso9 CONCRETE/ MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 116Vax ms 1 1 /2' MIN. 1' MIN Its I oEstia"" DATE APFlgMm SEPARATION EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESftNG 10/15/13 R.L. a" '• 1 1/4' MIN. 1 1/4' MIN. 1/4' MAXC ADDED FLANGE INSTALLATIONS 12/06/13 R.L EMBEDMENT EMBEDMENT SHIM SPACE 0 REVISED INSTALLATION OETA6S 08/05/15 R.L. E REVISED IJWALLAOON DETAILS 06/22/0 ILL MIN. EDGE DISTANCE INTERIOR 1/4MAX. o SHIM SPACE I i •'i •• 3/ 16' TAPCON MIN. ! SEPARATIONLi TEXTERIOR INTERIOR 3/ I6' TAPCON SILL TO BE SET IN EXTERIOR A BED OF APPROVED SEALANT WN JAMB INSTALLATION DETAIL NaNaCONCRETE/MASONRY OPTIONAL 1X BUCK CONCRETSUASONRYINSTALLATION BY OTHERS TO BE PROPERLY F 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. _ 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAdASONRY INSTAL LA TTON SECURED SEE NOTE 3 SHEET 1 NOTES: It. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTAI E2112 sr1; NEo: 0612212017 MI WINDOWS AND DOORS LLC 650 CRASTZ, MPAKE7030REET g11R 1L0A i filV, p 9,p SERIES A30/ 440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS tAT OF & P'°4 -!' lORIO"- G 4ONA1jIE awre F. A. owe Na 08-00503 NLV E WALE NTS Ur 02/23/09 JVWS OF 9 L ROSERTO LOMAS P•E 1,122WOODFORDRDLEMaMLENC9700 434d8114m imamOam Luis R. Lomas P.E. FL No.: 62514 1/2' MIN oIEURp°" am AMAYDo EDGE DISTANCE A AD= CNARTS 03/06/12 R.L. B REVISED PER NEV TESTING 10/15/13 R.L 1 3/8' MIN. C ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. 00 FRAMING EMB MENT D REVISED INSTALLATION OETA6S Oa/05/15 R.L. OR 2X BUCK BY OTHERS '8 1 3/8' MIN' 1/4' MAX, E REVLSED INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT SHIM SPACE MAX. SHIM F1INTERIOR JSPACE1/2' MIN. 10 WOOD EDGE DISTANCE SCREW O EXTERIOR INTERIOR a 10 WOOD SCREW 010 WOOD SILL TO BE SET IN SCREW A BED OF APPROVED SEALANT LE WOOD FRAL41Nc EXTERIOR OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMING OR2XSLICK INSTALLATION OR 2X BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1 / 2' MIN. EDGE DISTANCE SIGNED: 06/22/20T 7 VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK INSTALLATION MI WINDOWS AND DOORS LLC `0%%%IIIIIII'Y 650 WEST MARKET STREET `J S R- - O,1q xis GRATZ. PA 17030 *\GENS•.11' SERIES 430/ 440 XIX SGO _ *•/ 6,.6 25 1t= 143" x 96" REINFORCED=yKt4)l ` FLANGE INSTALLATION DETAILS 12. TAT Of &U NOTES: ofum ore No, aLv F. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, F.A. 08-00503 E NOT SHOWN FOR CLARITY. sow NTS °AR 02/23/09 —6 OF 9 2. PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIIHASTIAE2II2 L.ROtBERTOLOMASAE Luis R. Lomas P.E. n2NOODFORDRDLEWISVNJANC2TM] • FL No.: 62514 43d4W-W0 / mAuamLlrAs.am METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE r EXTERIOR .. " " —" "'—" " 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIGR FINISHES. BY OTHERS. NOT SHO WN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4' MAX. SHIM SPACE OR LUNG TO BE SET IN 9ED OF DROVED SEALANT I MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING l SCREWS 1 METAL STRUCTURE BY OTHERS t /L" UAW KV DMI P ION DAN Apprimo O A ADDED CHARTS 03/06/12 R L 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 RL'ASED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 08/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/"0 XIX SGO 143" z 96" REINFORCED FLANGE INSTALLATION DETAILS Oft". Ora No. F.A. 08-00503 NTS 0M 02/23/09 ISMT7 OF 9 L ROBERTO LOURS AE 1422 WOOOWRD AD LEWSVRt E AIC 2=2 AJ 61m4609 e0onec®Nmu.aan SIGNED: 0612WO17 tR 11L 0q Jo • TA1 gEOP O' nF 'c[ORtOP • 0IIINAL1 aG\ Luis R. Lomas P.E. FL No.: 62514 1 1/2- MIN. 1- MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY 8Y OTHERS 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK TO BE PROPERLY 1/4' MAX. SECURED SHIM SPACE E NOTE 3 SHEET 1 3/16- TAPCON EXTERIOR 3/16- TAPCON --\ INTERIOR 1 1/4- MIN EMBEDMENT 1" MIN. .a ' 1/4" MAX. SHIM SPACE D E EDGE DISTANCE INTERIOR C 3. MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN ' EXTERIOR A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS MASONRY/ CONCRETE ! 1 ! ! BY OTHERS _ F 1 1/4- MIN. EMBEDMENT 2 7/8' MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION OPTIONAL `IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 omcnwnoN ADDED CHARTS REVISED PER NEW TESTING ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS J JAMB INSTALLATION DETAIL CONCRETEALIASONRY INSTALLATTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FLANGE INSTALLATION DETAILS oltu lE aAn No. F.A. 08-00503 Swt NTS — 02/23/09 1 SAC-8 OF 9 L ROSERTO LOWS P.E 14M WWOODFOW RD LEWTSVILLE. MC 27= 43#4"4m anuslRtmasoam" DATE 1PPA M01 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. OB/05/15 ILL 06122V17 R.L. SIGNED. 06/22/2017 TAT SEOF 4/0NAL Luis R. Lomas P.E. FL No.: 62514 Ll 1 5/8" MIN. EDGE DIST. t A TRIM 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE --` BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPCTAPCON EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION MASONRY=NCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP RLVtgQHS aev aLseautlol aTE AMRWm A ADDED CmRTS 03/06/12 R.L 8 REVSED PER NEW TESTING 10/15/13 A.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 0 REVISED MINA LATKIN DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/22/0 R.L. 1/2• MIN. EDGE DISTANCE 010 SELF DRILLING SCREW 1/2- MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP 10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCWWOOD FRAMING NOTES: I. INTERIOR AND EXTERIOR KNISHES. BV OTHERS. NOT SHOWN FOR CLAAITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/"0 XIX SGO 143" x 96" REINFORCED HOOK INSTALLATION DETAILS 0PAM: ONa NO. F.A. 08-00503 T'Lf NTS °ATE 02/23/09 9,1s19 OF 9 L ROBERTD LO WAS P E. 1432 v1000FOR0 RD LEWC'VIUA NC MM s..seeasoe eeorl.mm SIGNED: 0&2WO17 STAT 6EOF0. Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online hUps://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wG E V X... I Business& Professional Regulation acts Home I log In I User Registration I Hot Topics I Sutimt Sanfarge Slats a Facts I wtttaatiorre I FaC Stag I ECtS Site Map I links I Sea,ch I O ProduCt ApprovalMUSER: Putik User Zgh > bppkatinn I -t 5 Appa®llon Dotal r. FL # FL15279-R5 Application Type Revision Code version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Emall 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwestetfieid@dopay.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 Year ANSI/DASMA 108 2005 ANSI/DASMA115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 RS Eqully 20170809 - FOC - DASMA 108 ep Iv. f FL35279 R5 Eauuly 20170802 - FBC - DASMA 115 eq iiv,pdf I of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www.floridabuildiilg.org/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 Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Model, Number or Name ['Description 15279.1 001 W3-09 OSIE-IA171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 0 0 Page 1/ 8 0 0 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Limits of Use - Certification Agency Certificate Approved for use in HVHZ: No FL15279 %5C CAr,_Li er! iW prQPLofXQ-0-t0_CL 4_pio9f Approved for use outside HVHZ: Yes of inspectlor1.01 Impact Resistant: N/A FL15279 U C CAC W3 Usgp__g_lntertek-Pd( Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for E1j,5279-fl5_I-UQ16.5.ERvevL2 lM windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 2 002 W3-09 OSIE-IA471: GD1SP, Gallery/Artlstry/Expressions: 1-3/8" Double -skin Insulated GR15P, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) AR1LP, E01SP, ED10, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I ELx5ZZ9R5 C CAS L@i_tgr with proof of contract_apQpr000 Approved for use outside HVHZ: Yes oLkspectiompgff Impact Resistant: N/A ELLP79 R5 C CAC W3 lWitim Intert9Ec,94j Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for EL1527_9 R5_jUQ 9.V:9exQLildf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 3 003 W3-09 DSIU-IAL71: 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 I Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FLIS279 R5 C CAC Letter with proof of c9ns9tprops Approved for use outside HVHZ: Yes 9f_fasRMLQ pQf Impact Resistant: N/A FL15279 RI C CAC W3llsting Intertek.pdf Design Pressure: + 20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5 If 104175-RevQLpdf windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions ( ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 OSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2' to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 WINDCODE® W3 Garage Door 2 a[ 7 4/ 15/2018, 5:17 PM Florida Building Code Online https://www. floridabu i id ing.org/pr/pr_app_dt I.aspx7param=wG E VX... Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 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 wlndborne 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, GR1SR GD1LP, GR1LP, 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). 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). 15279.7 057 W3-16 PAN2F153 73, 1500, 7, 190, 84A, 94, 42, 48, 55, 428, 488, 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 wlndborne debris regions (ref 1609.1.4 FBC). i 15279.8 -- 008 W4-09 DSIE-11`171: 4300, 14301, 4310, 4400, 4401, HOG, HOGL, 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 FL15279 R5 C CAC Letter with proof of contract and proof at1mpectlan-mg FL15279 RS C CAC W3 US Ijig in e e .rjof Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F 1 2 9 R5 11 101820-Rev13.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 ge. min.; interior skin 27 ga. min.) Double -Car (9'2' up to 16'0' wide) WINDCOOE® W3 Garage Door Certification Agency Certificate FL15279 R5 C CAC Lettg w jjLgMQf4fSQnt _RE f o r pe4tion.A FLIS279 R5 C CAC W3 Listing Intertek.nd Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 104028-RevOl.adf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: IDouble -skin Insulated PUR (exterior skin 27 ga. min.; Iinterior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate pt_ 1 7? a cAe Letter with of contract and prop ptin511eS.ttgn.Ql f FL15279 R5 C CAC W3 Listing Intertek.ad Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FUS279 RS It 104168-RevOL.W Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0' wide) WINDCODES W3 Garage Door Certification Agency Certificate lF_,15279 R5 C CAC Letter with glggf of contracs and nrnof 0Unspoctimp9i EL152Z`?BS-C-CAC W3-LttingJrlterSekpdf. Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Fu5279 R5 11 101308-Rev12.0dj Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: - - - 2" Double -skin insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certlflcatlon Agency Certificate -- -- - - ` - FL1527 I lestgrwith pfSLQLpj SLntlasS.and_pf9Of oUupection.odf FL15279 RS C CAC W4 Listing Intertek.ad Quality Assurance Contract Expiration Date 05/21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVX..., meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for I windbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). j- ---- - -- - -- 15279.9 1009 W4-09 OSIE-1F47 I GR2SP, G02LP, GR2LP, AR2LP, ED2SP, ED2LP, 6202, SFC68, MFC68 Installation Instructions9RFL1527SIl163052_B-Re_x],I.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- 4302, HDGC, I Car (up to 9'0" wide) WINDCODEO W4 Garage Door Limits of Use - _ I Certification Agency Certificate Approved for use In HVHZ: No FL15279_RS_C CAC letter with Drool of rn trect and Drool Approved for use outside HVHZ: Yes of Inspection. Impact Resistant: No ELILFLZ79 RS C CAC_W4 U6ting_lnteRek.pdf Design Pressure: +Za PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for 1:415.2Z9R5_ll_103969_B_Rev_02.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports 15279.10! 010 W4-09 OSIU-1F171: 9200, 9201, 9203, HOP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use _ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements or the building code but i DOES NOT meet the impact resistant requirement for i windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 Olt W4-09 OSIUO.LK479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-2F151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 428, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GOSS, GOSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for wlndbome debris regions. i 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) WINDCOOE® W4 Garage Door Certification Agency Certificate ELI52Z9R5 C_CAC Letter with•proof of contract and prof of IMMOCAon.Wt FLI5279 RS C CAC W4 USSing Intertek aft Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions I5279 RS-li 104183_Re3OLp( f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overiay Single -Car (up to 9'0' wide) WINDCODE0 W4 Garage Door Certification Agency Certificate ELI52Z9 05 C CAC-LettcL-yAtILPLo9Lof coetLa.ct-and-proof o1joce. 9Jl,pdf EL1527- 9 95 C_CAC W4_Usting_lnteflek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FU5279R5 L1_j 445¢=RgvOl.%lf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) WINOCOOE® W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of inspection.pdf FLIP RS C CAC W4 Listing InteRek.pdj Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RS_Il_300159-87Rev16.pdf Verified By: Intertek Testing Services NA, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Inc. 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?parani=wGEVX... 15279.13 Limits of Use 1013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, G041., GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, G04SV, GD4LV, GR4SV, GR4LV, E4S, i E4L, E04S, ED4L, E4SV, E41V, E04SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: -No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 - 1 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate - - FLIS279 RS C CAC Letter we tLRipp(.p(_cQQ St and proof 22 ir" ectton'Of ELLW_9_R_C_CAC_Wj L19jng Intertek.Q& Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL1SZZ9-RS-I l_I Q34$C1_i1-Rey0B.adf 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) WINOCODE® W4 Garage Door -- - Certification Agency Certificate FLIS279 RS C CA"gMi: with proof of contract and proof of Inspgctl4n-Q4f FLIS279 RS ;_QJ r Ung Intertek,pAf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date I Other: The OPTIONAL glazing available for this product OS/21/2028 i meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the Impact resistant requirement for I FL15279 RS 11 103S49-Rev0(,g0f windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. j 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. 15 - 015 W4-16 OSIE-IF171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HOG, interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) I HDGL, HOGF, 66, 66G, 67, 67G, 68, WINOCOOE® W4 Garage Door SP200, SHOO, SE200, 6200, 6201, 6203 1 Limits of Use - _.-- - - -- ; Certification Agency Certificate Approved for use in HVHZ: No I L-1 R5_C CAC_Letter with proof of contract and proof Approved for use outside HVHZ: Yes of Inspectlon.Ug Impact Resistant: No l 157Z9 RS C CAC W4 Ustina Intertek.odf Design Pressure. +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 1 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279-RS 11 101481-0-Revl3.gd-f windbome debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 16 016 W4-16 DSIE-IF471: G02SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, E02SP, ED2LP, 4302, HDGC, Car (9'2' up to 16'0' wide) WINDCOOEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No BJ 5279 RS_r,_CAC Lett r wiLh proof of contract and a f Approved for use outside HVHZ: Yes pfjns ec on.gdf Impact Resistant: No FLIS279 RS C CAC W4 stingjntCdgLc pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 i meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLIS279 R5 11 104029-6-ReyQ3.g4f windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 17 017 W4-16 DSIEO-IF479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/ Settlers/Afflnity skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Florida Building Code Online littps://www. floridabu ilding.org/pr/pr_app_dtl.aspx?parain=wG EVX..., 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF I 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 I debris regions (ref 1609.1.4 FBC). 15279.18 1018 W4-16 DSIU-1F171: 9200, 9201, 9203. HDP20, HDPL20, 7200, 7201 8201, 8203 Limits of Use HOPF20, 7203, 8200, Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.19 019 W4-16 DSIUO-i Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FU,5z79 R5_C CACLetter with proof of contract and proof of Insoectlon.od! 1 FLIS279 R5 C CAC W4 Ustina Iritgr l pdf Quality Assurance Contract Expiration Date 1 05/21/2028 Installation Instructions 5279 RS_IIJ0j046_Rev07.Qdd Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Oouble-skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate Fl 5 7 R CCACJ,etter wit(i_proof of contract and_proof 9f inspection.pdf ELt52-79 RSRS C CAC W9_Usting_lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 H 1041G9-RgQ_1,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: K479: Canyon 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 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 windbome debris regions (ref 1609.1.4 FBC). 15279.20 — 020 W4-16 PAN-ZF153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GRSS, GR5SV, ARSS, ARSSV, ED5S, ED5SV Limits of Use — Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. Go to Page Certification Agency Certificate FL35279 RSC CACLetter with of of contract and proof of Ingpection.pdf i FUS279_ RS C CAC W4 Listing Inte!Uk pf I Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL152_ 79R5 It 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C C9-4Cttter wlth_pLoQLoLcoatr'ad and_p!pgf gLnspectLon.pdf FL35279R5CCAC W4 Listijig_lotectek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions fU 1 9_J0JU.017 t 1=8_Rep tS pd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0 0 Page 1 / 81i nest 0^!wait Lk :: 2601A1at Stnrc Road. Ta1HResSer FL 32399 thane: 65-197-1a24 n.e slate arFbrua is an NyEEO empbyer. Caaxd9tdjCL02_ 91ista g.9LF_4jWj :: ftW atemea :: Accessibility Staternen :: gee Under Florida law. emar addresses are public records. If you do not want your a -mar address released in response to a publo-remNs rMest, do not send ebrtront 6 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... mall to this entity. trstead, contact the office by phone or by tradklonal mal U you have any Questions, please contact 850.457.1395. *Pursuant to Section SS.27SM, Florida Statutes, effectIve October 1. 2012, kensees kensed tinder Chapter 455, F.S. must provide the Department with an emal address If they hove one. The emals provided maybe used for offttal communtation with the licensee. However emad addresses are putdk record. V you do rot wish to supply a personal address, please provide the Department wth an emal address which can be made avabbk to the public. To determine of you are a licensee under Chapter ASS, F.S., please click bete, Product Approval Accepts: o-teo® Credit Card Safe 7 of 7 4/15/2018, 5:17 PM age 4 m wuw 0 01111110 0Ill 1110 0 e u[wtt.r t lAAle a li0wv%. y A A 11 11 R R 11 tole rut. am tlWIM lf IN= QMGM-Na a AA* A Ii1R ffQtfwfOY! A AlLaL.N rya a et..n...rw.s e1 w kla= SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL V; TRACK AND JAMB DETAILS. SHEET 1 OF 2 R39VANT CLAM SSEE YCSTANDARD6-D6 FORIMPACTOR OCTAAS. UAL STANDAM SIZE 6 42-1/2'v16'. IMPACT RESISTANT C7A21NG IS 21-0/0'.14-11W. S. . n a o-b 4 14ieO 1 L AD IFWO tlb0 OM 1 11 eEUlotl. Ont:l Ilia r Xrx A MEMO WA SHIP LAP Jam. - 1/ OEHSTTV POLVSIYREw FOAM WAIIARON 1-3/16' rd= WRN WNWI NAIRCELL BACKER QNSULATED MODELS ONLY) 23 GA MIN. CAM RM SIGN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER TOP COAT APPuCO TO BOTH SIDES 0r STEEL SIGN. e mwm OMm rm ma aAA m VA-1 q No [ SeAme mO rO 1 O6A0 am tPi A! V rM w Atdr7 Aw. a vR. s I W. r Aca.= = wow iY= NIGA~ 0. MUM w m Ii w m AGLLG AC I AC I ADQ 1® R O I C I ar I IV I AA` C clopay uilding Products MASON, . DUKE B`.aw nnnnnv ( 313) "0- 41100 SECTION A - A t2W W M1 I 1- 2• n" 1/3/ 67 m JAC Tm Mww 3" TALL U-BAR 20 " CALV. STEEL MIN. VE1LD STRENCTN: 30 KSI d 3. r 1-7/ 6• Lr== r 14 CA GALV. ROLLER HOIOE. EACH w= EASTENED TO END STILES WITH ( a) 014-3/6• S1EET METAL SCREWS AND (4) 1/4'. 3/4• SELF TAPPING SCREWS. SEE VIEW 'B . 7\ 3• TALL : 20 GA CAW. STEEL U-BARS IN A 2- 1-2-1 PATTERN O.E. TWO U-SARS ON BOTTOM SECTION. ONE U-BAR ON NOR SELTON. ETC.). EACH U-BAR ATTACKED P R ( 2) 1/a'3/a• SW TAPPING SCREWS PER STILLLDCAN. 13 CA CAM STEEL BOTTOM BRAT. ATTACKED WITH ( 2) /l4dAM. /6• SHEET METALSCRALUMINUMEXTRUSIONMNTL WEATHERSTRIP. DESLCf LOADS: +24. 0 PSF ! -24.5 PSF TEST LOAM +36. 0 PW A -37.0 PSF YOAItI A AMTUO KAKI. ow sm W 4 16' 0'1V W 16'011 1txa rltM CLASSIC AND CH RP STEEL PAN DOUBLE -CAP, lbw + 24/-24.6 PSr B cyva4 ~ 101711 1` 118C IMPACT RESISTANT ASSEMBLY DETAILS IORAWLNO10/71 1-A SECTION 9-R (IMPACT -RE -CANT GLA_7ING_OPTIONI v+parr, poemare.e rO°.ao n art rl.et Rmm amrw a MAIL m ramrae ors raloa m wrt a Wee Ila w .'we M We rare MOM aaa Apt SANDARO ASSEMBLY T DRAWINO 10171 rbr Nr/a leer LLY. eelma A Mler UWACL art elv watt wwL a ws..la WM O A one eLLW./ W At1//' P.rm Wet. STANDARD A Ai; aar.a aW. W M 1 C,w! rR g=- LWwlo.el.mW,e al•tw. o waWmua arm a Inca m rwao m warm r Lmo.ret ma a7lrWe Oa[ om •aai..mtrf0 a m/11rQ ar anaterm Ims Wa Iwo Loa Wmlaaram 0114 I101eol awrne oas aw M10MIaWl. a. Wu tames Va. awmi if rWe/au. Is atolls mans 1-1 m rrlo daA.m Lm SHEET 2 OF 2 r nrs ie¢o+ra ailm mMAFIft aaaPWOAM A ruwl MRmelt na aroma 1 0p Oft 1%. tie• TOWN loom s It CD® am ra CO r maW (F. p axq. N m "mm sm rot alma o•a[ . o coo ,gym • lumi ima ..WL ru rao rL MOIm to rloe LLIDWrR Im1ptA re/aI rla 00/4rrW& r. w ennn as reuse a so. sauce !m art) m a. lace K.. am ae vu a .ola. r.e s o. ea.. am aml al. Re- e - ei!• w ao r v:4Lj a o. "m IrQ & M s Wna rmc \. «.¢ naao m a.m imoo1°i lWirOra aO I eulAAAW4ff aea d TAIa f1610O r 1. o. Dell WAO IN= 001 WM am mla ar0leli nano m ae a.m AIM (a) s W1p as cram "W. aem - oen re (0 m/r . wn. ra. 1p'W.• Of wwa WOeWL mW 1/.• a elm. t m Wet Wee as am Wwla ad am s wlal >s K .0.? I K rrrw.0 0lmlwe noon DAL a: K O m[ reaO>O.a v Q0a /al K OIrL.e A U"Wa nMe caw= WWI awoa rWlo t0om rs at L011ot Clopay ing Products ,° S0'W s0". 0"014E a°LsoVOio A 770- s000 M OOOA OOFEMI G 000 NOT AFAECI THE 1.NO LOAD Rg= OF M WM oat.Ola Roman rwl mm rm rea omr 13 d a m am rue a gmL- Um TOP " flaWO fRKK t,, o mmmLra .sIN AQOMIAL a W Nrn- Vr . Doe ue 67Lra B tm W. apmk Csm m Ya• 1• m..-r/ e•. 0 Ok &a. am mrs alaez Q Woof wets. ra WL am aWaa awI r rrL IsaWo aLti "e° W• Iw t{Ag. s-,/ n,a a. W.0 Wual M ra OF m i1.aeS a aam roa8ram ase aor m Imm q 00 am 1• ITA• IOl VIM 0201mralm a." • OEM rAxbm ZOMs i. 061GN LOADS: r24. 0 PW k -24A PSF TEST LOADS: 3& 0 PSF t -37.0 PSF C: PAN-2F153 rra. oee W Tuc WAL ®' W4 16 'w. WON 1/3/07 WnuvTD. CLASSIC AND CH RP SIM PAN n, We SAC DDUBLE-GAR, law +24/-24.5 PSF mww B Swum101711 ec Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?parain=wGEVX.., ProfessionalBusiness & Regulation ra r SCEs Home f log In I User Regestratbn I Hot Topics 1 Submt Surdwrye i Stats a Facts ' Pubtcatforts FSC Stag ( SCES Ste Nap ( Links I Search Dridad r00ctProduApproval USER: PLbk User QmQi oval Menu > PtoAun or Appjt4Wn t49M > eV9k#. g1LW > App6otion Mtaa Fl. # F1.17499-113 Application Type Revision Code Version 2017 Application Status Approved Approved by OBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Emall Authorized Signature Technical Representative Address/ Phone/Emall Quality Assurance Representative Address/ Phone/Emall MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd. com Brent Sitlinger bsedinger@mlwd. com Category Windows Subcategory Single Hung Compliance Method Certification Mark or listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year of Standard) Standard AAMA 506 AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WOMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 2011 2008 2011 I of 4 4/13/2018, 7.05 AM Florida Building Code Online https:/Avww. Fl oridabu i Id ing.org/pr/pr_app_dt I.aspx?pitrgm=wG E VX... 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 I Description -- T` 117499.1 IIII 185 SH 36x84 Fln/Flange Frame IG/SG Impact Single Hung Limits of Use Approved for use In HVHZ: No Certification Agency Certificate ~ FL17499 R3 C CAC MI Windows - 185 S[d(Fin) Impact Approved for use outside HVHZ: Yes 4),Rdf Impact Resistant: Yes EL37499 R3 C CAC MI Windoyij - 165 SH (Fin) IMRac( Design Pressure: +55/-55 Qomol Other: R-PG5S', Missile Level D, Wind Zone 3. Glass to be FliZ449, R3 C CAC MI Windows - 185 SH (Flangel Impact bedded in Pecora 896 sealant. 31 pdf 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 j 17499.3 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60• 17499.4 1185 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-PG600 FL174 q RAC CA"l -Windows - 185 SH (Fianael lmna_q O).,A4f Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 11 0g_QZ5458.Rdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FU7499 R3 AE S133218-3.pdf Created by Independent Third Party: Yes S2x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass y~ - Certification Agency Certificate — FL7499 R3 C CACAPC(13361 0226,4.1.-149-47-110 185 i Ij(f G w v )g—df EL17499 R3 C CAC MI Windows 815SM fl L7499 R3 C CAC MI WIVAows - 185 SH (E[n(Z2),Ra 7494 R3 C CAC MI Wlndgyy5 1N5 SIB Flange) Rdf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 11 08-025491} Rdf' Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL174 R3 AE 5133j7Q-4.pAIf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FU1M29R3C CAC AP.C(13363)E172Q,41-199-42 J-W_lp5 2UF1§ w3Iv-9c .RQf F 7L1 499R3—CCAC_MI Wlndow,- 185 SH (FIfj)_(jX,pdf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).od fL1749 R3 C CAC M1 Wlndg_w5 - lA5 SH (rlgg) iD. Pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions I FL17499 R3 it Q8-Qj=a.pdj Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FU1499 R3 AE 513328E-5,adf Created by Independent Third Party: Yes 3601 Fin, Finless, Flange Frame•IG Single Hung-- —T Certification Agency Certificate fL17499 R3 C CAC APC H0462.01-1(A47-RA 185 SH 4425U)Iadf Quality Assurance Contract Expiration Date 04/25/ 2022 Installation Instructions 2 of 4 4/13/ZOIS, 7:05 AM Florida Building Code Online Itttps://www.floridabuildiiig.org/pr/pr app dtl.aspx?param=wGEVX.: 17499.5 1 185 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 bedded In Pecora 896 sealant. 17499.6 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 I i F99.7 185 Triple SH its of Use I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes t Impact Resistant: No Design Pressure: +50/-50 Other: R-PG50" FL17492 R3 If AS-03163.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports 1FLL7A9.9MAE_514082-pfd_ Created by Independent Third Party: Yes 1 52x72 Fin/Flange Frame IG/SG Impact Single Hung i_ . _ — ...--- - ---- - •- — 17499.8 185 Twin SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 Certification Agency Certificate FL17499 R3 CCAC MlWindows - 185 SN_(Un)-Impact 2).odf FL17499 R3 C CAC MI Windows - 185 SH F )_ Impact 1)_Ifdl Glass to be EL174 R3 . CAC MI Windows - 185S.N1Flanae)!RpjXs 2j,pdf FL1749.9_93CCAC MI windows - 185 SH (Flanged lP 5-), pdf Quality Assurance Contract Expiration Date 10/ 10/2018 Installation Instructions FU7499 R3 I^ 1 08-OZ544B_l.pd( Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5 33208-1,pd( Created by Independent Third Partv: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Agency Certificate FWA99 R3 C-9A APOU3ti2)K1j-Z5.01_10,9-4.ZR0_185 SH( ELG waiv -gFG 1-8A 52 1"SX84 R 0(.QU9.18),pd Et17329 R3 C C&C_L')) windows -1O SH (Fin _(j0).pdf FL17499 R3 C CACM( Wlndply;,,8$(Fln)_(9.pdf F). 1.7499 R3 C_nC,j N!indmv_s_1@5 SH (F,a)19.)_Pdf Quality Assurance Contract Expiration Date 10/ 09/2018 Installation Instructions EL37499 R3 I( 09_0254(Iffi-2.pds Ii Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL174( V R3iAE 5j3N8_2,pM Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/ SG Single Hung - Certification Agency Certificate EL17499 R3 C CgC il Win ows=1 5_SH fiiple_(f-in) 3): Pd( EL17499_ 93_C CAC MI Wind,Ow3-i.-H filP!eA n) 4).. ttdf FL 99-R 3CCAq-"IPDgm-1B5-5±LMp_le_(Fl@ge) 3_), pdf F_ t Z49-9 R3—C CACMI WIlidOws_ 185_S)L]bp1e (Flan-ge) 41. odf Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions EU2A9_ 9 R3II OS_0059.118..pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EU7_ 499R2-AE UD2411ApdfCreated by Independent Third Party: Yes 306x72 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung I Certification Agency Certificate FLI7499 R3 C CAC MIWindows 1&$ SH IWIn (fir ) 3)_plif FL17499 R3 C CAC M1 W1ndows_185 SH wIq (Fln 1pds FL17499R3 C} SC M! WjpQpws Q$H Twin (!Wge) 3),pdf 3 of 4 4/13/ 2018, 7:05 AM Florida Building Code Online littps:H%vww.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGl: VX... f J fwt.1,.7499 R3 C CAC MI Windows_1@ H rL,(p asg l + i. PAf IQualityAssuranceContractExpirationDate 10/20/2018 Installation Instructions F_.L17 99 R3_11 08-02s478-7. nd Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Cr 71 Created 0. Inde 5333236- ird df Created by Independent Third Party: Yes Bask Nast Contact Us :: 2601 Mir Stone Road, Taaaha;see FL 32399 phdrc: A50.4B7 2A The State of Florida Is an AA/EM employer Coovdaht 2007.2013 910g2f Florida.:: PLhW 5tatemem :: y Statement :: Refine Statement Under FlOrlda law, emal addresses are pubic records. Q you do not want your e-mal address released In response to a pubk-reoords request, do not send electronic Mal to this entity. Instead, contact the ofete by phone or by tredtlonal mat V you have am queatlons, please contact 850.487.1395. • Pursuant to Section 455.27S(1), Flodda Statutes, eRective October t, 2012. lcensees acensed under Chapter455, F.S. must provide the Department with an emal address If they haveone. The emals provided may be used for oRtclel communication with the licensee. However emal addresses are public record. tf you do not wish to supply a perwnal address, please provide the Department with an emal address which can be made available to the public. To detenNne if you are a licensee under Chapter 455, F.S., please click t=. Product Approval Accepts: l Credit Card Safe 4 of 4 4113/201)8, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS CPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. S. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER. BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE- WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS 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 MACE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR CC=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. I I. FRAME MATERIAL: EXTRUDED RIGIO PVC. 12. UNITS MUST BE GLAZED PER ASTM, E 1300-04/09. SEE 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 I I/ a` MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I Aa I oacavmm I are I APPRINW 1 A RMEO ANCHOR SPACING B CHARTS 07/11/16 R.L. 8 REVW..0 GLASS 10/02/17 R.L 5. 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 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BE -ONO STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. id ALL FASTENERS TO BE CORRCSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASiM CSO WITH Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL IaGA (.048'1 FY=33KSI/FLI=52KSI OR ALUMINUM 6063-TS FU-30KS1 .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION I I NOTES 2 - 3 1 ELEVATIONS 4 - 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI WINDOWS DOOO,LLC OI/RLOW//,6soMARKET STREET I GRATZ. PA 17030-0370•.GENSF P 2 51/ *= SERIES 18S ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT NOTES T !AT ' 70 STATEEE Of14iC . . mo i'FS;c[ORI'DoaAwNOWL +o. PN 08--u0rt2E549 8 i/S ONA 11E V V Luis R. Lomas P.E. FL No.: 62514 Lout o.1cNTS 12/29/14 I OF 11 L SMERTO LOAAS RE I472 NOGOFORO RO LEVASV81$NC 27OD 4344=41p2 bfmL YCrtutaoom 1 FI Hl 2' MAY I 16' MAX O.C. 2' T__ Ax AME IGHT 52- MAX FRAME WIDTH. F----!- 16' MAX O.C. —{ Q X 52' 61Ax FRAME WIDTH — 2' MAx 2" MAX 16' MAX O.C. 2' MAX 1 I 2 L - L 1 MA0 CO. C. L 72' T— Max FRAME HE1GHi L X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR NEW DESIGNER EXTERIOR VIEW FLANGE 4 FINLESS INSTALLATION FLANGE A FINLESS INSTALLATION SEE CHART II FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART MI FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60. 0PSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" x 36". 2. MAXIMUM SASH O.L.O.. 47 5/8" X 32 1/2'. 3. MAXIMUM FIXED O.L.O.: 49 3/8' X 32 1/2-. LOCK AT 6' FROM EACH END KLE BALANCE AT JAMBS REVISIONS REV OESCRFMN b.rc APPROWD A REVLSED ANCHOR SPACWG a CHAR15 07/11/16 R.L. 8 REVISED GLASS 10/02/17 R.L. CHAR741 Number at anchor locations required Frame From* Width n Height 18.00 24.00 1 - 30.00 36.00 42.00 16.00 62.00 pn) Hood Jamb Head lamb Head lamb Head lamb Head Jamb Head lamb Hand Jamb 24. 00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30. 00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 28. 00 2 3 3 3 3 3 3 3 1 3 4 3 4 3 42. 00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 4& 00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5t. 00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60. 00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66. 00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72. 00 2 6 3 6 3 6 3 6 4 8 1 4 1 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 DRAW eWe NQ N. C. 08-02549 spur NTS I o"rc 12/29/14 1 SHM2 OF 11 L ROBEAR7 LOMAS P.E 14V WOODFORD RD LEKISVQLE NC 27aM 4344914609 fftffdl0k*vnl&wM SIGNED: 1211412017 tR! IL D i% E% ENSF' ,d1 4 Vey _ _ 0. ORM Luis R. Lomas P.E. FL NO.: 62514 I FF M 52- MAX FRAME 111DTH 2" MAX 10' MAX O.C. —{ I 10" MAX O.C. T—I O 2' AX AME IGHT Q X 52' MAX FRAME WIDTH 2" MAX 2" MAX r,__ i 10' MAX O.C. 10" O.0 I IMAX 72" MAX FRAME HEIGHT X 1-411- iL_11111l REAS04 REv aescRw1Ou I OATS I APPRMIED lk REVISED ANCHOR SPACpNG h CKART$ 07/11/16 R.L 2' MAX 8 REVISED G1JS5 1 10/02/17 R.L. CHART#2 Number of anchor locadws required Frame frame Width In Haight In) 18.00 HAS Jamb 24.00 HAS I Jamb 30.00 HAS Jamb 3&00 HAS iJamb 42.00 HAS Jamb 18.00 HAS Jamb 52.00 HAS lamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 8 3 30.00 3 4 3 4 4 4 5 4 5 4 8 4PSI 4 36.00 3 5 3 5 4 5 5 5 5 5 8 5 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 5 48.00 3 6 3 6 4 6 5 6 5 8 6 6 8 too 3 6 3 6 4 6 5 8 5 8 8 8 8 80.80 3 7 3 7 4 7 5 7 5 7 6 77 88.00 3 8 3 8 4 8 S 8 5 8 6 8 8 72.00 3 8 3 8 4 8 5 a 5 8 6 8 B 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTALLATION SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHAR l a2 FOR SMALLER UNIT$ REOWRED ANCHORS DESIGN PRESSURE RAT/NG IMPACT RATING t60.0PSF NONE NOTES: 1 MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH O.L.O.: 47 5/8' X 32 1/2'. 3. MAXIMUM FIXED DLO.. 49 3/8' X 32 1/2'. HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT r FROM EACH END INTERIOR MEETING RAIL SIGNED: 1211412017 MI LLC650WIN00s5MAOEOOORET 511 1111 0',,' GRATZ, PA 17030-0370 ter •GEAfq, 0 5 * - SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 7 E NON -IMPACT FIN ELEVATIONS G'EpTAT OF A Daum: eac 08 6 S1lIIIIAI11%\\`\`` Luis R. Lomas P.E. FL No.: 62514 uxE NTS oAh 12/29/14 s1¢tT39 Of 11 L ROSER10 LOW" PE 14M%IXOFORORDLEWRYILW.Mr2702] 47r66648m MUINEOmooluoecom 1/2" MIN EDGE OWANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4- MIN. i EMBEDMENT BACKER ROD 1/4' MAX. JdoAPPROVED SEALANT SHIM SPACE 1 1 MIN. III ` 910 WOOD SCREW EMBEEDD MENTINTERIOR 1/ 2' MIN EDGE DISTANCE p10 W00 J SCREW jWOOD FRAMING OR2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/ 4' MAX. SHIM SPACE VERTICAL CROSS SECTION HOOD FRAMING OR 2x auCK INSTALLATION NOTE& 1. INTERIOR AND EXTERIOR FINISHES, BYOT HERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINFSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W MASTM E2112 MRSONS REv OESGRIPROH DATE PPROVLD REVISEO ANCHOR SPACING de CHARTS 01/11/16 R.L. 0 REVISED GLASS 10/02/17 R L 1 /4' MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR h APPROVEDSEALANTJAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI D LLC R I LLI0 EDOORE ,STRT6soWIND0SSMa05Z/w 9S GRATZ, PA17030-0370 r,•GENS 0,,,,66 2 5]]AA SERIES 185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT la xoa` FLANGE INSTALLATION DETAILS p TAT OF i Ss O R1WA W.Ora R8 N. C. 08-02549 III IA11111\ Luis R. Lomas P.E. Sc" NTS DATE 12/22/1 a SNW 4 OF 11 LAOBERFOLOWSP.E ip2tv0WFORDRDLEWISVRLENC27022 FL No.: 62514 434493, OMDam Rcaaws 1/2' MIN l' REV OESCR1PMN MTE .PPRWM EDGE DISTANCE A RE'ASED ANCHOR SPACR+G R CHARTS 07/11/16 JR.L METAL STRUCTURE B REVt5C0 CLASS 10/02/17 1 R.I. BY DINERS r SHIM' SPACE APPROVED SEALANT 1/a" MAX. SHIM SPACE f10 SMS OR SELF DRILLING SCREW yt0 SM5 OR INTERIORINTERIORSELFDRILLING SCREWS MIN. EDGE DISTANCE J EXTERIOR METAL EXTERIOR I STRUCTURE BACKER ROOBYOTHERS & APPROVED SEALANT LJ I I JAMB INSTALLATION DETAIL I METAL STRUCTURE INSTALLA TION SILL TO EE SET IN A BED Of APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4' MAX. rL SHIM SPACE METAL — SIGNED: 1211412017 STRUCTURE BY OTHERS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET YSFVERTICALCROSSSECTION GRATZ. PA 17030-0370 GE ,d' METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW I i O,,5 *= 52" X 72" NON —IMPACT y:(r(,c,<c_ FLANGE INSTALLATION DETAILS pO,• TATEEEE OF REV 1. INTERIOR AND EXTERIOR FINISHES. SYOTHERS. 08-02S49 BN.GSc" ASS%`OR` NA` j1\\\ NOT SHOWN FOR CLARITY, ZPERIMETERANDJOWTSEALANTSYOTHERS TOBE as yER NTS12/29/14 5 Of 1'1 DESIGNED IN ACCORDANCEWITHASTM E2112 L ROBEATOlOMhS P.E Luis R. Lomas P.E. mVWOODORD RD URWSV&IA MC 27 43& m.dm rWR mm FL No.: 62514 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° I OPTIONAL IX BUCK ' ' °• ° EMBEDMENT SEE NOTES 3 - 7 ' SHEET 1 I i 1 /4" MAX. • j SACKER ROD SHIM SPACE do APPROVED SEALANT 3/16" IAPCON REVWMS OES:RIPWN DAIS APPROVED REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L REMISED CLASS 10/02/17 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY 1/4" MAX. SHIM SPACEBYOTHERS o 3/16' TAPOON • INTERIOR 2 1/2' MIN. EDGE o78ACKERDISTANCEEXTERIOR RODOVED OOTIONAL IX BUCK SEE NOTES 3 - 7 SHEET I JAMB INSTALLATION DETAIL CONCRETEA11ASONRY INSTALLATION SILL TO BE SET IN A BED Of NOTES., 1.INTERMANDEXTERIOR FINISHES, BYOTHERS. BACKER ROD APPROVED NOTSHOWNPORCLARITY APPROVED STRUCTURAL 2. PERIMETER AND JOINTSEALANTBYOTHERS TOBE SEALANT SEALANI DESIGNED IN ACCORDANCE WITHASTIfE2112 • SIGNED: 1211412017 OPTIONAL IX BUCK 1/4• MAX. MI WINDOWS AND DOORS LLC 1Ntu1u11 SEE NOTE3 - 7 SHEET 1 SHIM SPACE 650 ST MARKET STREET R LO/Y/i i\\GEN39iP GRATZ, PA 170300370CONCRETE/MASONRY SERIES iSS ALUMINUM SINGLE HUNG WINDOW tk• BY OTHERS 52" X 72" NON-IMPACTfLANGf VOF INSTALLATION DETAILSADTATe • mum: Owc •0. O6 REV B e ctoR% D' t Z. ssOr/IIIIIAI S1 \\N\` scut NTS oAn12/ 29/14 sl[Er 69 Of 11 VERTICAL CROSS SECTION CONCAET& MASONRYINSTALLATION nVA30 RDLMSSy. LENIS2=1 Luis R. Lomas P.E. FL No.: 6251 A 4,N y 1 /2' MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS . BACKER Poo 1/4"'MAX SEALANT JAcAPPROVEO SHIM SPACE a10 :v000 SCREW BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL 10 BE SET IN A BEG OF APPROVED STRUCTURAL SEALauT 1/1 MAX. L SHIM SPACE ri VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTAI E2112 . 1 1/4' MIN. EMBEDMENT i 1/2- MIN EDGE DISTANCE T plo w000 SCREW / RLvlsmrn e0/ OESCF ICM CATS .PPR*M A REVISED ANCHOR SPACL40 h CHARTS 07/11/16 R.L. d REASE0 CLASS 10/02/17 R.! 1/4• MAX. SHIM SPACE INTERIOR WOOD -FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROO APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK WSTALLAT WN SIGNED: 1211412017 Ids WINDOWS O LLC 1R 650 WEST MARKET STREET GRAT2, PA 17030-0370 5 y •\G E NSF 0y 51 = SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 52" X 72" NON -IMPACT a FINLESS INSTALLATION DETAILS z 0, $$TAT OF SS'0R10 \ 0AAWN. apt b. 08-02549 8 SCAU 0An 7NTS12/29/14 Of 11 Luis R. Lomas P.E. fL NO.: 62516 L ROBERTO LCNAS AE N NIYOOOPo09RDRDLEVdSWUARCZMM4v-mle lknuHpeaam METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD k APPROVED SEALANT STRUCTURE BY OTHERS 1/2. LAIN EDGE DISTANCE 1/4• MAX. SHIM SPACE S OR SELF DRILLING SCREW R VERTICAL CROSS SECTION METAL STRUCTURE INSTALLADON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT SY OTHERS TO aE DESIGNED IN ACCORDANCE WITH ASI M E2112 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4• MAX. SHIM SPACE o scRvllorV but Arnaovm REVISED ANC -(OR SPACING At CHARTS 07/11/16 R.L. REVISED CUSS 10/02/17 1RL. 1/4' MAX. SHIM SPACE 110 sMOR I INTERIOR SELF DRILLING SCREWS 1/ 2' MIN EDGE DISTANCE I EXTERIOR METAL BACKER ROD STRUCTURE d APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI LLC OEDOORSTRE65oWIND055Mn ,T E N T' 9'p GRATZ, PA 17030-0370 G SERIES 185 ALUMINUM SINGLE HUNG WINDOW j HAT5 F, 52" X 72" NON —IMPACT yy, INSTaLLaiION DETAILS Cc_FINLESSo, gO, 0 D% wm o r+o. RLV MGP• l0R1 t: 08 a NA S' At NTS ale 12/29/14 -flag OF -.I,AA1/ rjSj/1j1EG L ROBE970 LCIM&S AL 1422110µ l 00FORD ROLEW1SRI+C 27110 Luis R. Lomas P.E. FL No.: 6251a 413""'mg .mm 2 i/2" m1N. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS •• a a PTIONAL 1 X BUCKOSEE NOTEEMBEDMENT S 3 — 7 r SHEET i — 1 I 1/ 4' MAX. J BACKER ROO SHIM SPACE k APPROVED SEALANT 3/ 16" f4PCON 1/4" 1.11N. EMBEDMENT CONCRET=/ MASONRY BY OTHERS a 3/ 16" TAPCON 2 1/ 2' MIN. EDGE DISTANCE I KMVNS OESCihPTIDH WE I M WNED RFWSED ANCHOR SPACING A: CHARTS 07/11/16 I R.L. REVISED CUSS 10/02/17 I R.L. OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD de APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/AMSONRY WSTALLAIION r SILL TO BE SET BACKER R00 IN a BED OF APPROVED A NOTES: do APPROVED STRUCTURAL 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. SEALANT SEALANT NOTSHOWNFORCLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4• ti, DESIGNED INACCOADANCEw177fAST. VE2I12 _ SEE NOTE 3 — 7 SHIM SPACE SIGNED: 12/ 14/2017 SHEET 1 r MI WINDOWS AND DOORS, LLC CONCRETE/MASONRY 1 650 WEST MARKET STREET 111I11f0,, 5 R , L 4f GENi..l 9Y OTHERSaGRATZ, PA 17030-0370 SERIES 18S ALUMINUM SINGLE HUNG WINDOW 7r• 0„6125 +t d 52" X 72" NON —IMPACT a FINLESS INSTALLATION DETAILS i. STATE OF ; onAwH: 6xa: m. etv 0R10Q: N.G. 08-0'L2 549B VERTICAL CROSS SECTION as SCA"NTS12/29/14 9 OF 11 S/ONAtI11111111Ea CONCRETEiMASONRYINSTALLATION L RORER70 lOIVAS AE 1432 WOODFORD RO LEK7M"c PC 2M2 43dWelmlIftmovecom ' Luis R. Lomas P.E. FL No.: 6251a APPROVED SEALANT BEHIND FIN I 7/16' MIN EDGE DISTANCE 1 1/4' MIN. EMBEDM..NT JS WOOD SCREW WOOD fRAMIt+C BY OTHERS 1 /4' MAX. r SHIM SPACE Rcvaava oESS;: WPTiON WT[ NWROftO REWSEO SNCMOR SPACWG & CHARTS 07/11/16 R.L REVISED GLASS 10/02/17 R L 11111' WOOD FRAMING 1/ 4• MAX BY OTHERS I SHIM SPACE INTERIOR J8 WOOD SCREW IN MIN. EMBEDMENT 1 APPROVED Mmm SEALANT EXTERIOR I BEHIND FIN 7/ 15MIN EXTERIOR EDGE DISTANCE 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN LMDLVMLn1 VERTICAL CROSS SECTION WOOD FRAMWG OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMIND OR 2X BUCK INSTALLATION NOTES. 1 / 4' MAX 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANTBYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 t2 SIGNED. 12/ 14/2017 MI WINDOWS NDDOO,LLC WOOD STREET S6soMARKET FRAMING GRATZ, PA 17030-0370 GEIINCISo !d; F% BYOTtiERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW IN X 72" NON —IMPACT fIN DETAILS N;eo TAT INSTALLATION Ofeye F•'clOR10t'• 0Po1«R: owo o. RH,v N.G. 08--02S49 8 i/Z/'tf0NA,1El1G` IwTc V"tNTS12/22/14 10 OF I1 LROBEROLOIA4SRE U32 W1000FOR0 R0 LEVAS14ELE AC 2712M 4344MOM t0wrAMamumem" Luis P. Lomas P.E. FL No.: 62514 2 3/16" 13/16- i FLANGE FRAME HEAD CM. 1850I ALUMINUM 6063-TS.050' THICK 2 5/16' --j I 3 3/8" L FLANGE FRAME SILL CM-1850Y ALUMINUM 6063•T5.65S' THICK 1 5/8' LOCK RAIL/STILE CM48505 ALUMINUM 6083•T5.062• THICK 1 7/8- 2 3I/ 16 i cl FLANGE FRAME JAMB CM-18503 ALUMINUM 6063•T5.050' THICK FINLESS FRAME SILL CM_ 18SS4 ALUMINUM 6063•TS ASS' THICK r, I 2 5/16- L SASH BOTTOM RAIL CM48M ALUMINUM 6063-T5.050' THICK 2 3/i6- I 1 5/16' I FINLESS FRAME HEAD CM-16S53 ALUMINUM8063-T5.0S0' THICK 2 3/16- L41 J FINLESS FRAME JAMB CM-18512 ALUMINUM 6083-T5.050' THICK 2 5/16" --1 2 3/16' 1 3 3/4" 1 2 5/16" FIN FRAME SILL FIN FRAME HEAD CM-IQ$08 CM- rum ALUMINUM 6063-T5.05STHICK ALUMINUM 6063-T5.050'THICK 3/8" 2 r 2 3/16' 2I L I I MEETING RAIL FIN FRAME JAMB CM-18504 CAI-18510 ALUMWUM 6067-T5.055' THICK ALUMINUM 606345.050' THICK ram asanPTON APPR&AM R-MSED ANCHOR SPACING & CMARTS 07/1 i/16 R.L. REVASCO CLASS 1 10/02/17 R.L. 5/8' 1/8' ANN. 1/8" ANN. 1/8ANN. 090 PY13 BY KURARAY METAL REINFORCED al1TYL SPACER EXTERIOR 1 INTERIOR t/ 2- BITE SILICONE SEALANT I II SETTING BLOCK GLAZING DETAIL SIGNED: 1211412017 MI WINDOWS AND LLC IItO 6SOWESTMARKETSTREETGRATZ. PA 0030-0370 51tR GEN, p J+ t' I 15/ 16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" x 72" NON -IMPACT 0 51 * = a WO 1COMPONENTSTATOF GLAZING BEAD SASH STILE 1.•• A i SSI RIaG\''` oAcRB R/GIDPI/GcM_'050•THICK ALUMlNUM6083.75.050'THICK N.G 08-02549 Aj111\\\\ ENTSSett12/29/14 9w 11 OF 11 LROSERIOLOMASP. E. ldww700FOROROLEINSVILLr_ Ac2 2,1 47 Aortw®hlmru.am Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.oiWpr/pr app_dtl.aspx?param=wGEVX... 1 Business & Professional Regulation i - = aCIS tbme i t09 In , User ReplstraWn i bt Topl6 Submt Surrharpe I •Stats a Facts PdAlcatbrts F8C Stag i eCIS Ste Map UNG I sean:h OFlorida Y Product Approval IUSER: Public User prod= Approval menu. Ptodret Of AW%MI40n Search Appliotion Detaa FL # FL15349-R10 Application type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived , Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsltlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Method 1 Option A I of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app_dti.aspx?param=wGEVX.., Date Submitted 03/26/2018 Date Validated 03/26/2018 Date Pending FBC Approval Date Approved 03/27/2018 Summary of Products FL* 1 Model, Number or Name Description 15349.1 1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R10 C CAC APC 12766,12787. - f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/03/2023 Design Pressure: +60/-60 Installation Instructions Other: CW-PG60 FL15349 R10 11_08 _0.23.57B.pdf y Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 5131248.odf 1 1 Created by Independent Third Party: Yes Fi-5349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use I Certification Agency Certificate i Approved for use in HVHZ: No Approved for HVHZ: Yes FL15349 R10 C CAC APC 15350.pdf Assurance Contract Expiration Dateuseoutside Impact Resistant: No Quality i 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R10_Ii_08 02949.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513783.pdf Created by Independent Third Party: Yes115349.3 1 185 PW Impact — 72 x 72 Insulated Laminated Glass Limits of use Certification Agency Certificate Approved for use In HVHZ: No FL15349 R10 C CAC APC 15454.pof Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R10 11 08-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports F-u5349 RIO AE513782.Rdf 1 Created by Independent Third Party: Yes 15349.4 i 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Lg5349 R10 C CAC APC 8272.odf Approved for use outside HVHZ: Yes I F_L35349 R10 G_!C49 APC 273.pdf i Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 1Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" annealed FL15349 R10 11 08-01614B.odf 0.090 Solutia PVB / 3/32" annealed. Glass was bedded In Verified By: Luis Roberto Lomas 62514 i Pecora 896 silicone with 5/6" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R19 AE-512278B.pdj Created by Independent Third Party: Yes 15349.5 - 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass - Certification Agency Certificate FL35349RR10 C CAC APC 7962.I?df Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349 R10 11 08_OL6138_pdf 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. floridabui Id ing.org/pr/pr_,lpp_dti.aspx?parani=wG EVX... 1 FL15349 R10 AE 5122778.Qd( Created by Independent Third Party: Yes ^ _l i aNeat COntaLt US :: 2601 Atalr Stone Road. ntahanee FL 32399 Anne: 850-e87-lard The Slate of Florda is an AAIHO employer. Copyright 2007-2013 State of Floraa.:: &jQ %Attmsnt :: Accessd)kv Statement :: Refund Statement i Under Florida law, email addresses are pubic records, IF you do not want your e-mad address released in response to a pubic -records request, do rat send electronic 1j mal to this entity. Instead, contact the o0ce by phone or by traditional mall. Q you have any questions, please contact 950.e07.139S. *Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment with an emal address if they have one. The emalo provided maybe used for atrtpl aommuncatlon with the kensee. However emal addresses are pubic record. U you do not wish to supply a personal address, please provide the Department wah an emal address whch can be made avatatne to the pubic. To determine If you area acersee under Chapter 455. F.S., please ckk bps,. I Product Approval Accepts: RUE ®RIME.RRE 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. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WRH 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. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL-• EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTm E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE 16 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO •SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. OLSCR 11011 OAX APPROVLD REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 S. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048) FY-33KS1/FU-52KSI OR ALUMINUM 6063—T5 FU-30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111WO16 MI WINDOWS AND DOORS, LLC ullll'A,A,, vlo 9650W. MARKET ST. GRATZ, PA 17030 N 5 A ' L GENg411 51/' SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES 1 AT OF OR10 w we NO. Jam. 08-02357 B FS,s1i,AA0NAj1E\ 1111 Luis R. Lomas P.E. FL No.: 62514 sr+.c a>E saelNTS09/03/14 1 OF 12 L ROBERTO LOADS AE 11.1R WOODFORD RD LEW/SVWA AC TOPS 4.N-666.0606 b%&w mm 72 1/2• MAX FRAME WIDTH KIM= o5ssspltott DATE APp1l0•ED 6' MAX 4F 18' MAX O.C. 6' MAX NOTES: JA REV6WSGLLATON DETAtIS E0Ofi/O1/ls R.L.I. AMXIMUMD.LO.: 683a•X68YV REVISED NAME AND ADDRESS 10/27/16 R.L J_ CHARTNI 18• Number of anchors ngulfod Wthout rigid Qllergl MAX Q.C. prams hams nidtb(in lYietd 21.00 2ado 24.00 42m 4L80 64.00 eb.eo tam 72.60 IM) 063 mbij HaY iamb Has Jambi HAS iamb Has ja N65 Jam0 Hits Jamb Nas mb HAS Jamb 24. 00 2 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 S 2 2000 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 71 1/2' 26.00 2 3 2 3 3 3 3 3 3 3 4 4 3 S 3 S MAX 4L00 2 3 2 3 3 3 3 3 3 3 4 5 3 S 3 e 3 FRAME 4a.06 2 3 2 3 3 3 3 3 3 3 4 3 s e 3 HEIGHT 64. 00 2 1 2 4 3 4 3 4 3 4 4 4 S 4 74 60A02 24 2 4 3 a 3 S S 5 S 4 7 S xao z 4 z 4 3 s 3 a 3 e. e s e 7 e 7IA0 2 S 2 S 3 S 6 3 t 4 7 S 7 7 7 REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 do 12 EXTERIOR VIEW CHART 92 FORNUMBEROFANCHORS REQUIRED Number ofeneboty uired(wfMrigidfiU 72 1/2' MAX FRAME WIDTH pran4 wamawl0tn nt) S. MAX IS' MAX O.C. atom 24.00 A.00 gem 4X60 4L00 5400 t0.00 tam 7L60 i 6' MAX in) Masiamb HS mb Nts mb M&S jamb Ht8 m Nt3 mb mb NeS mb N68 Jamb 24. 80 2 2 L. 2 3 2 3 2 3 2 4 2 4 7 4 2 S 2 30. 00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 2 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3 6, 42.00 t2. 00 2 3 2 3 S 3 s a S a a 4 3 4 s s 40. 00 2 3 L. 3 3 3 3 3 3 3 4 3 4 4 5 3 64. 60 2 4 2 4 3 A 3 4 2 4 A a 4 4 4 A 5 a W. 00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 a S 4 L 71 1/2' 18• i660 2 4 2 4 a 4 3 4 3 4 1 4 4 4 4 4 5 4 MAX 7I. 60 2 S 2 s S 5 3 S 3 S a S 4 S 4 5 S 5 MAX Q FRAME TC SEE SHEETS 4.7 FOR INSTALLATION DETAILS HEIGHT I REFER To CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW B 1 do 02 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING lMPAGT RATING 60. OPSF NONE SIGNED., 11/1W016 All WINDOWS LLC 650w. MNDKOORS, ETST. N6F•, Jt CRAT2, PA 17030 SIREiC09'' G22Sj SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT a (E FLANGE & FINLESS ELEVATION & CHARTS o , TAT OF o sa - .RIO DwcNo. OBL"V L0PAM 08-02357 i74111NA1L. j1SLuis R. Lomas P.E. FL No.: 62514 wu b"t RW NTS09/03/t4 2 OF 12 I. ROBER701.OUAS AE 140 K001IR n0 no LEMISNM i f Me 27023 CU4960000 . m 1 71 FI I HI 6' MAX 72 1/2- MAX FRAME WIDTH --{ IS' MAX O.C. 0- MAX L MAX O.C. 1/2' LAX AGE IGHT j 6' MAX REFER TO CHART /3 J SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2- MAX FRAME WIDTH 6' MAX 16" MAX O.C. { 6" MAX I 00 L 1 a' MAX O.C. 71 1/2' MAX HEF IIGGHT t REFER TO CHART #3 --- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 360.0PSF I NONE NOTES: 1. ALUCIMUM D L.O.: 69Y4' X 68 3N' REASIONS 0CSCR6ndtt atE AnraoEO REVISED INSTALLATION oEMLS os/at/ts R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART 03 Numbos of aneno/s mquitod ffln InsmllaBon femme Feamo • Idtb (in) I6IOM 34.00 1 30.00 X00 1 42.00 411.00 1 S&M I do ae.ae 12.10 bl H&SwmbIHAsp&mb Ha3 jamal Na3 pamb Has Jamb IIt3 nw Na3 iJamb Has Jambi Ha3 wmb 24AO 3 3 3 3 3 3 4 3 4 3 4 3 3 3 5 3 a 3 20.60 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 e 3 2100 3 3 3 3 3 3 4 3 4 3 4 3 S 3 5 3 6 3 4100 3 4 3 4 3 4 A 4 4 4 4 4 5 4 e A e 4 48.00 A A 3 A 4 4 4 4 4 l 5 a 5 4 0 4 54.do 3 4 3 4 3 4 4 4 A 4 4 4 5 4 5 4 a 4 3 S 3 5 3 5 4 5 4 5 4 5 5 e 5 5 a 5Heam3s33545as155s155T6s T1.30 1 3 1 6 1 3 I a 3 e 4 1 e 1 a 1 0 1 + 1 0 1 5 1 • 1 5 a e e SEE SHEET 8 FOR INSTALLATION DETAILS SIGNED: 11/1512016 MI WINDOWS AND DOORS, LLC u11'Illlll,, 650 W. MARKET ST. GRAT2. PA 17030 e, •G E N S. i0y.625/1 SERIES t85 ALUMINUM FIXED WINDOW 73* X 72" NON —IMPACT FINELEVATION &CHART 8T?ATEE OF e r 0 • F•'cf0R1a1, • j NA taIAl" oaw ma. RLv 08— 337 B j1EaG` Luis R. Lomas P.E. FL No.: 62514 02 NTS °"E 09/03/14 OF 12 L ROSMO LOMAS AI- 432V.000FORDROLEINSVWANC2,V2 43aQee4w n4taau®klartrsa0a.0am WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1 4- MIW METAL EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX. J BACKER ROD SHIM SPACE h APPROVED SEALANT BACKER ROD do APPROVED SEALANT 110 WOOD SCREW EXTERIOR EXTERIOR nV i cMivn 010 WOOD SCREW BACKER ROD RIGID FILLER BACKER ROO — k APPROVED 1/4' MAX, do APPROVED SEALANT I r SHIM SPACE SEALANT WOOD FRAMING OR• 2X BUCK J_ II 1 1/ L MIN1/4' METAL' STRUCTURE BY OTHERS ENTEMBEDBY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATIDN 1 1/4" MIN EMBEDMENT I 1 I SHIM SPACE T— 1/2' MIN. EDGE DISTANCE II INTERIOR 010 WOOD SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK 3Y OTHERS BACKER R00 k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLACK INSTALLATION 3/4' MIN EDGE DISTANCE 1 /<' MAX. SHIM SPACE p10 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. j SHIM SPACE d MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE —INSTALLATION 1/4" MAX. SHIM SPACE TI 3/4- MIN. EDGE DDISTANCE I INTERIOR ' p10 SM.S OR SELF DRILLING SCRcWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS 6: APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV I K =RIPn0N DATE I APPRMEO A REVISED INSIALLATIOM DETAILS 05/01/15 R.L B REVISED NAME AND ADORESS 10/27/16 NOTES: 1. WTERIOR AND EXTERIOR FINASHES, BY OTHERS, NOTSHOYWJFOR CLARITY. 2. PERIMETEfi AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS oRA<rw: D.c ro. Ri J.L OB-02357 I SME NTS I DME 09/03/14 s"'r4 OF 12 L. ROBERTO I OMASP.E I4}21A4700FORD RD LiVESVILE AC 2MM atA-m4eoe Axr rhma oom SIGNED: 11/152016 011111111/1 p•, TATE OF OR10'G\?\` Luis R. Lomas P.E. FL No.: 62514 R m CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD APaROVED SEALANT EXTERIOR BACKER ROD -. r4 APPROVED SEALANT OPTIONAL IX BUCK — SEE NOTE 3 - 7 SHCET I CONCRETE/MASONRY BY OTHERS 2 1/2' MIN. EDGE DISTANCE 1 1/4" MAX. SHIM SPACE 3/16' TAPCON INTERIOR 3/16' TAPCON REv1SION5 RLV OESCROU04 A REVISED W ALLATICN OCTAILS H REVISEO NAME AND ADDRESS i 1 MIN. t 1/4' MIN. EMEEOEEOMENT EMBEDMENT v CONCRETE/MASONRY BY OTHERS 1/4' MAX. Sr11:A SPACE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 1/4' tAAX. rI SHIM SPACE 1I n b . 1 1/AMIN. d EMBEDMENT a• ' G I a 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAt1ASONRY INSTALLATION 3/ 16' TAPCON o • I INTERIOR 2 1/2' MIN. EDGE DISTANCE EXTERIOR BACKER R00 EL APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET0AASONRY INSTAL LAT ION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER AND JO NT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 OATS APPROVED 06/ 01/15 R.L. 10/ 27/16 R.L. SIGNED: 11/152016 MI WINDOWS AND DOORS, LLC650 N. ARKET ST.\\`\`\511IIILoGRATZ, PA 17030 GENp 9+ a 5 SERIES 182 ALUMINUM FIXEDWINDOW73" X 72" NON - IMPACT FINLESS INSTALLATION DETAILS WITHUt FILLERS o E *: O•• TAT Of sty` i'S'clpR10P G\ DRAWN: ixO rW. REv08Bi7S1ONA11 a`\ Luis R. Lomas P. E. FL No.: 62514 ScAll NTS DArz 09/ 03/14 — 57 OF 12 L.ROBERTOLOM"AE 14MWOODFOWRDLEINSVII. LE.NC2700 4N- 08-o v cm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROO k APPROVED SEALAKII EXTERIOR BACKER ROD k APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4' MIN. r EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW INTERIOR 010 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4- MIN. EMBEDMENT 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SMIM SPACE T* E,).. I 1/2- MIN. EDGE DISTANCEIOR71 110 WOOD J SCREW / WOOD FRAMING JRIOR OR 2x BUCK BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMM OR 2X BUCK ONSTALLA77ON METAL STRUCTURE 6Y OTHERS BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS L 3/4" MIN I_—- EDGE DISTANCE 1/A' MAX. h r SHIM SPACE RIGID FILLER 010 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF GRILLING SCREW RIGID FILLER 1/4" MAX. j SHIM SPACE d d ' 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1/4" MAX. 1 SHIM SPACEFRIGIDFILLER 3MIN. EDGEE D DISTANCEINTERIOR to SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS k APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EEr O[SGIPEION MiE PROKO A REvISEO INSTALLATION DETAILS 06/01/IS R.L. B REVISED NAME AND AOORCSS 1 10/27/16 IRL 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 EM 12 SIGNED: 11/15a016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 11' I'ILLIv,, EN 4l,9/i GRATZ. PA 17030 v, G S -1P y SERIES 185 ALUMINUM FIXED WINDOW D 5 4= 7X 72" NON -IMPACT FINLESS INSTALLATION DETAILSS WITH RIGID FILLERS b o; ql TAT OF O F•' cIORIOP ow.,, JL. bse erJ. 08-S0022357 my 8 i i SfQNA`1E G` L• an NTS 09/03/14 6 OF 12 L R09ERTO LOMAS P.E 1432 WOODFORD RD LEWLSYRI.E. NC 27M Luis R. Lomas P.E. FL No.: 62514 43d668-0MAlssMsS*bmtw cam AL`M1SC:IS REV p($t:RII1tln CAN MRWiD 2 1/2" MIN. A REVISED INSTALL\TICN DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED mmE AND AGORESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHCRS I I 1 1/4" MIN. I 1 1/4• MIN. EMBEDMENT OPTIONAL 1X BUCK e EMBEDMENTSEENOTES3 - SHEET 1 1t 0 1 CONCRETE/MASONRY BACKER ROO 1/4' MAX. BY OTHERS APPROVED SHIM SPACE 4-VAX. S SPACE, SEALANT OPTIONAL IX BUCK o RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERSHEETI TAPCON a EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR BACKER ROD AP 3/16" TAPCON RIGID FILLERSEALPND I 1/4' MAX. 2 1/2" OPTIONAL 1X EUCK rI SHIM SPACE MIN. SEE NOTE 3 - 7 EDGE SHEET I r DISTANCE EXTERIOR CONCRETE/MASCNRY BACKER ROO APPROVEDBYOTHERSu11/4- MIN. SEALANT EA18E01AENi JAMB INSTALLATION DETAIL e CONCREIEiMASONRYINSTALLAMN 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&A"SONRY INSTALLATIONF NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WIRE AM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS OpLaw.. Owe NO Lv J.L. 1 08-02357 B Cuc NTS JoAm 09/03/14 jsmM7 OF 12 L AOEERTO LOMAS P.E. Itl2 wamFDRD RD LEVA51aLLE, NO 27= 4Tr,la86•oRDY e9rnes lewp..mm SIGNED: 11/15/2016 1R II Low GENS•,IP SATE Of PF•'ORIOP• ' Luis R. Lomas P.E. FL No.: 62514 0 1 /2' MIN. EDGE DISTANCE WOOD FRAMING I 1 1/4' MIN. OR 21 EMBEDMENT BY OTHERS I 1 1 1/4' MAX. BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE B10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE r SHIM SPACE WOOD FRAMING I 1 1/4' MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 3/4' MIN METAL I I EDGE DISTANCE STRUCTURE BY OTHERS _ 1/4MAX. BACKER ROD & APPROVED SEALANT BEHIND FLANGE r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 810• SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4' MAX. SHIM SPACE METAL STRUCTURE BY OTHERS• 3/ 4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTAU ATIDN REVISINS RLV OcSCRR•RON MlC APPR6K0 REVISED INSIALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 fR.1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SNOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 / 4" MAX. 1 1/4' MIN. 1/4' MAX. SHIM SPACE EMBEDMENT r SHIM SPACE I-- Ii 1/ 2' MIN. 3/4' MIN. INTERIOR EDGE DISTANCE EDGE DiSTANCE SIGNED: 1111&2016 INTERIOR ORMI WINDOWS AND DOORS, LLC 1R 11LIlri i 650 W. MARKET ST. PA N J\5 0 11 9J1 110 WOOD I I 010 SMS OR DO GRATZ, 17030 GENs* SCREW SEL f DRILLING SERIES 185 ALUMINUM FIXED WINDOW eN0 5 +t SCREWS 73" X 72" NON -IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS y,',/ D • TA.T_ OF ` BY OTHERS BACKER ROD do ROD & mum: °ti'o ii'tS NT BYOTHERSBACKER APPROVED SEA ANT 08-02357 8 X i/S OAIA BEHIRO 'LANCEsu.c w1E NTS 09/03/14 8 OF 12 1E JAMB INS TALLATION.DETAIL JAMB INSTALLATION DETAIL L R0MR1`0 LOU"P.E. Luis R. P.E. ROOD FRMIWOOR2XBUCKINSTALLATIONMETALSTRUCTUREINSTALLATION1d2yi00µg ,0AMRDLESSyXLF_,,Cp) 62514fL No.: 25434-M-OW9 c" REASCNS REV OMNIPICN GiE AAFQ&JE0 2 1/2" M:N. A REVISED INSTALLATION MAJILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ACORESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN. a 1 1/4' MIN. EMBEDMENT OPTIONAL 1X SUCK • ' a EMBEDMENT SEE NOTES 3 - 7 SHEET i I I a CONCRETE/MASONRY BACKERfi00 ?t APPROVED SEALANT 1/4• MAX, SHIM SPACE BY OTHERS t/4' PACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 ISHEET1 3/16' TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR BACKER ROD do 3/16' TAPCON j APPROVED SEALANT BEHIND FLANGE OPTIONAL iX BUCK 1/4" MAX. 2 1/2' SEE NOTE 3 — 7 S:lu SPACE MBE v SHEET 1 I DISTANCE EXTERIOR CONCRETE/MASONRY BACKER RCO & BY OTHERS i a APPROVED SEALANT a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL a • c CONCRETEIMIASONRY INSTALLATION a 2 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET6MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. u111uIn//, g R. L p ft JL iGRATZ, PA 17030 G E • NOTES: SERIES M ALUMINUM FIXED WINDOW 5 * = OTAT41. INTERIOR AND EXTERIOR FINSNES, BY OTHERS. 73" X 72" NON —IMPACT NOTSHOWNFORCLARITY.CFLANGEINSTALLATIONOETallSWITHOUTfILLERSpOfAu2PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITHASTME211208-02357 ne7. SS tGRIC A//7j NAscuENTSarc09/03/ 14 9W 9 Of 12 11E VV LROSERTOLOYASPE bw Vt=FORO RD LEMASYRIE AC 27M Luis R. Lomas P.E. FL No.: 62514N-M4M , ,m*& WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER R00 A, APPROVED SEALANT 1/4- MAX. BEHIND FLANGE rI SHIM SPACE L WOOD FRAMING 11/4" MIN. OR2XBUCKEMBEDMENTBYOTHERSI 1/ 2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. _ 1/4" MAX. EMBEDMENT SHIM SPACE RIGID FILLER 1/ 2" MIN. EDGE OtSiANC INTERIOR It0 WOOD SCREW WOOD FR4M.ING 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 e 1.14' MAX SHIM SPACE RIGID FILLER If 10 SMS OR SELF DRILLING SCREW REASONS REV OESCRrR0N WE APPRtr/S0 A REVIaE0 INSTALLATION DETAILS 06/01/15 A.L. B 1 REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4- MAY.. SHIM SPACE NOTES; METAL I. INTERIOR AND EXTERIOR FMISHES, BY OTHERS. STRUCTURE I NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/ 4- MIN DESIGNED W ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4- MAX. SHIM SPACE T RIGID FILLER 3/ 4! MIN. INTERIOR EDGE DISTANCE ill 10 SMS 04 - SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER R00 & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM. FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRUM OAL N0. R0 J. L. 08-02357 B scA1L NTS 0"rz 09/03/i i StiE[110 OF i2 L RWERRT0 LOMAS P.E 14m NUOOR]R0 R0 LEKUVAJA AIC Yfb27 4. 3444194 M .Eam SIGNED: 1111512016 0111111111 i,,, A ; STATE OF ;40 oice•' OR to j' 91 ..01VALLuis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIOIUL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER POO 4 APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD k - APPROVED SEALASIT BEHIND FLANGE OPTIONAL 1 X BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS 2 1/2- MIN. J EDGE DISTANCE 1 I/`- MAX. SHIM SPACE RIGID FILLER 3/16- TAPCON INTERIOR 3/ 16- TAPCON RIGID FILLER 1/4- MAX. SHIM SPACE 1 1/4" MIN 1 1/4- MIN. EMBCDMENT EMBEDMENT e CONCREIE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 3/16- TAPCON v Q 2 1/2- MIN. e EDGE a 1 1/4' MIN. a EMBEDMENT 2 1/2" MIN. EDGE DISTANCE. VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION FEV90N5 Nei OLSCRPmm MTE Ppmacvm REVISED INSTALLATION DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/111 1 R.L. 1/a- MAX. SHIM SPACE RIGID FILLER INTERIOR DISTANCE i EXTERIOR BACKER ROO & APPROVEO SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CCNICRETEiMASONRY WSTALLAT ION SIGNED: 1111512016 MI WINDOWS AND ODORS, LLC IR I1L/0/ NOTES 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS MARKET GRAT2. PA 17030 5 v ••GENS' 9 NOT SHOWN FOR CLARITY.. e SERIES 185 ALUMINUM FIXED WINDOW2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE k0.TAY;04F-"7w DESIGNED INACGORDANCEWITHASTME2112 73" X 72" NON-IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS Zp oNrAN: oec :ro. iN OR10' • OB SI B 11:'A `IEaGS`\ scALc NTS °" 09/03/ta OF 12 Luis R. Lomas P.E. L ROBERTO LOWS RE 14""+N0OOFORO RD LEWISWUE. mcamm IJ•66 0809 /Ba epYtlmssta..aeal FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/AMIN EMBEDMENT g6 WOOD I WOOD SCREW i FRAMING BT OTHERS i I 1/4' MAX. J SHIM SPACE 3/ 8' MIN j a — EDGE DISTANCE d INTERIOR EXTERIOR 1/ 4' MAX I j SHIM SPACE r. 3/ 8' MIN J DGE DISTANCE 16 WOOD WOOD SCREW FRAMING APPROVED _ 1 1/4' MIN BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION HOOD FRAAUAIG OR 2X BUCK INSTALLATION WOOD a RAMINC --I 1 / 4 MAX SHIM SPACE BYOTHERS6 WOOD INTERIOR SCREW1 1/4' MIN. EMBEDMCNT APPROVED SEALANT BEHIND FIN EXTERIOR 3/ 8' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISANS m. DCSCRpr" cAlt IAPPR&IM A REVISED INSIALLATION DETAILS :J 06/01/IS R.L. 9 R11SE0 NAME AND ADDRESS 10/27/16 R.L NOTES: I. INTERIOR AND EXTERIOR FINLSNES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BYOTHERS TO BE DESIONED W ACCORDANCE MOTH ASTAI E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC IILIII/,, 650 W. MARKET ST. GRATZ. PA 17030 R J\? . G E N O 19 o 5 SERIES185ALUMINUMFIXEDWINDOW73' X 72" NON -IMPACT AT FININSTALLATIONDETAILSOF ;ems OG•` oRAwK Inro 08- 02357 B Ess/ORIO 011lAll`\ Luis R. Lomos P.E. FL No.: 62514 s^ xt NTS "'r 09/03/14 ENM 12 OF 12 L ROBERTOLOSNS P.E I] a aOMFVIID ant Ex¢at.L: NG rA71 IJt6dC- 060D Florida Building Code Online https://www.floridabuilding.org/pr/pi appjtl.aspx?pararn=%vGEVX...' RegulationBusiness& Professional rd aim acts Home I tog In I user Registration 1 rot 76pxs Submt 90charye I Stars a Fads I pubtcatons I Fee start I acts see Mao ! thw I search I a M. r Product Approval lidl USER: autrc user 4- 1t'U'vZ—V P1V$ lGS B(!'R!a1 C1 4' CCt SS9L8DD1K71lDII fieiLtB > 8ppecaton tat a Appeation oetaa FL # FL15353-R3 i• ` Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd. com Authorized Signature Brent Sitiinger bsitlinger@miwd. com Technical Representative Address/ Phone/Emall Quality Assurance Representative Address/ Phone/Emall Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL15353 R3 COI FL COt.of Standard AAMA 450 Year 2010 1 of 3 4/ 1312018, 7:26 AM Florida Building Code Online https://www.tloridabtiilding.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 Summary of Products Ft. Jt { Model, Number or Name I Description 115353.1. 15764 Horizontal Aluminum Mullion Umits of Use Installation Instructions Approved for use in HVHZ: No FI.15353-ti3_tt @:0 9 9 gQt i Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: Max single window size: 52-1/8' x 84'. Max mullion FLIS353 R3 AE 5120728,Ug S span: 104:1/4". I Created by Independent Third Party: Yes t 15353.2 5764 i Vertical Aluminum Mullion Limits of Use Installation Instructions ' Approved for use in HVHZ: No E115153-83-1L&R_0.143HPdf 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 FUS353 R3 AE 51206,a span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion rLimits of Use - I Installation Instructions Approved for use in HVHZ: No FLIS353 R3 11 08-014 _ pelf Approved for use outside HVHZ: Yes Verlhed By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL.15353 R3 AE 512072NUff span: 156-3/8" _ - Created by Independent Third Party: Yes 15353.4 ' 5765 I Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No I .FL15353 R3 11 08-01440R,QQ[ Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports r Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512064B.ndf Ispan: 83". Created by Independent Third Pa Yes 15353.5 CM-18514 I Vertical Aluminum Mullion Limits of Use - - - - Installation Instructions --- i - - - f for use In HVHZ: No E.=1 3_Q3 11 08-014420_ggf iApprovedApproved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports 1 Other: Max single window size: 52-1/8" x 84". Max mullion FI 15353 R3 AE 5.120G6B.odP length - 83". Created by Independent Third Party: Yes f---- --- --_------- .. - --- - --.._- 15353 :6 CM-18520 -- - - - - Horizontal Aluminum Mullion - Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-014518.of Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes 1 Created by Independent Third Party: Yes Design Pressure: N/A ' Evaluation Reports I Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120758.odf I span - 156-3/8" 1 Created by Independent Third Party: Yes 15353.7 1 CM-18523 Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:76 AM Florida Building Code Online https://www.floridabui Iding.org/pr/pr_app_dtl.aspx?pat-dm=wGEVX..: Limits of Use Installation Instructions Approved for use In HVHZ: No W35.3 R3 II 08_0}45213.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 FL3__ 5353 R3 AE 512076B,pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 1 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5353 R)_II 08-01,4438.pr 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_L15353_R3_AE 5j2067B df span - 83" Created by Independent Third Party: Yes 15353.9 CM-185321-- - ---- Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No 53RFL1535393t[ 0$_014B.p0f Approved for use outside HVHZ: Yes Verified By: Luis Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-L/8" x 84". Max mullion FL15353J83 AE 512Q77B:pdf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion _ Limits of Use Installation Instructions Approved for use in HVHZ: No fL15353 R3 LI OS 01444B,pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3_AE_U.Oy88.pd[ span: 83" Created by Independent Third Pally: Yes 15353.11 CM.18534 Horizontal Aluminum Mullion _ Limits of Use Installation Instructions Approved for use in HVHZ: No f_U5353 R3 Il 08_01454B.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 FL15E 51207QRpdf — span: 156-3/8". Created by Independent Third Party: Yes Bads Neat LoateFi45 :: 2fi01B11iCStorra Road-taeahasseeiL.32i43 Ehet!!"..L95!?cl871829 The State of Florida Is an AA/EEO employe CagUrinfe 2007.2013 stue of F gdU :: BtM Statemerd :: &CCaftRX JUMMSrij :: &Agd Statemem Under Florida taw, emal addresses are pubic records. V you do rat want your e-mal address released in response to a pubic -records request, do rot send electronic Mal to this erdty. Instead, contact the office by phone or by traditional mail ff you have any questions, please contact 850.487.1395. •pursuant to Section 455. 275(1), Florida statutes, effective October 1, 2012, keroees kensed under Chapter 455, F.S. must provide the Department with an emal address if they have one. The emalls provided may be used for olrcbl communication with the kensee. However emal addresses are public record. V you do not wish to suppty a personal address, please provide the Department with an email address which can be made avaeble to the public. To determine I you are a kemee under Chapter 455, F.S, please ckk 12M. Product Approval accepts: 270 iCH`1 LAU Credit Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR. CALCULATIONS. 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 TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DPAYING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND ODORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGE UNIT WIDTH AND HEIGHT ARE N07 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 I& 2) DEIERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH - Wt + W2 2 I Ra"s°'a REv ocsawilaw WtE APPROYEO REVISED INSTALLA110N OETNLS 06/10/15 R.L. 9 I REVISED ANCHORING NOTES st INSTL OET. 06/07/17 R.L _ ANCHORING NOTES: 1) FOR ACCOORING INTO WOOD FRAMING OR 2X BUCK USE #10 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 114TO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 i/A" MINIMUM EMBEDMENT WITH i" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SmS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE -STEEL ISGA (.048') FY=33KSI/FU-52KSI OR ALUMINUM 6063-TS FU-30KSI .OS2' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS 7 NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND OP CHART 3 INSTALLATION DETAIL 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA i7030-0370 5764 - VERTICAL MULLION 63' MULLION SPAN GENERAL NOTES DRAW 7N0. V.L. 08-01439 ALL NTS 0"E 01 / 1 1 / 12 1 SHEET 1 OF 4 L ROWRTO LOMDS P.E. --- AV WOODFORD RO LEWISVILLE. NC 2RIM 4394864609 dwAsawma4mon SIGNED: 10/1312017 CI0 i i OT TAT 5EOF ; Luis R. Lomas P.E. FL No.: 62514 107 3/e- COMBINED WIDTH W1-r-W2 83, FRAME HEIGHT WINDOW tWNDOw MULLION SPAN 107 3/e' COMBINED WIDTH r wl rw2-{ I 93' LWFRAME HEIGHT WINDOW MULLION SPAN) L 107 3/8' COMBINED WIDTH W2 33' WINDOW FRAME HEIGHT WINDOM WWDO MULLION SPAN) f f W1 --4- W2 107 3/8" COMBINED WIDTH Deshm aressure raBno fast) Mullion span an Tributary 1& 132150 width tin) 136. 00 42.00 411.00 1 $2.13 25. 00 12MO 120.0 120 0 120.0 120.0 120.0 37. 38 120.0 1200 1200 120.0 12L1.0 120.0 49. 63 120.0 9IL3 81.2 7&S 75.2 75.1 82. 00 71.0 522 39.7 35.9 33.4 32.3 6S. 63 59.6 43.7 33.0 29.6 27.4 26.3 72. 00 44.9 32.7 24.4 21.8 19 9 110 4. 00 1 21L 1 20.3 LARGE AND SMALL MISSILE IMPACT. LEVEL 0. WIND 20ME 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8- COMBINED WIDTH IW1ar LOWFRAMEWINDOWHEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH WI -- j W2 T_ /( I I / WINDOW FRAME ` HEIGHT WINDOW MULLION / SPAN) / L R 1 t- W2 107 3/8" COMBINED WIDTH UZI- 121r1l I M I otscAPTION 1 UA1L 1 APPROYM A I REVMO INSTAUATION OLTAILS I a6/10/15 IR.L. I 8EVRREOANCHORINGNOTESNINStLOCT. 06/07/17 R.I. 107 3/8' COMBINED wtorH W1 --{ i W2 83- j J WINDOW J FRAME HEIGHT WINDO WINDOW MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBNED WIDTH DOES NOT EXCEED 107 36' AS SHOWN HEREIN. Design aessure retina fast) With reAar Mullion spin On) 18.13 25.50 butary width J& 00 42.00 in 4& 00 52.12 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 27. 28 120.0 120.0 120.0 720.0 120.0 120.0 49. 63 120.0 98.3 81.2 78.9 75.2 7&1 0100 95.2 70.0 53.3 4B1 44,8 434 5. 63 00.0 58.8 44.2 39.7 3& 7 35.3 72. 00 80.3 439 32.8 29.2 28.7 25 5 64. 60 1 37.7 27.3 20.1 17.7 16.0 75.1 W1 - il-- W2 107 3/8" COMBINER WIDTH III WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS ANY: IINC No. M LARGE AND SMALL MISSILE IMPACT. LEVEL 0. WIND ZONE 3 V • L. DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT= INCLUDE FLANGE. 08- 01439 NTS Ja"n 01/11/12 1W"2 OF 4 L R06EWO LOMAS PE M 106=0POA0 RD LENY4YLLLE NC 27M Ur44t14E00 few .amn SIGNED: 1011312017 Luis R. Lomas P.E. FL No.: 62514 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MIN. EMBEDMENT In-. FI- -----7 REVG•Jt$ a aoPlloN Wt I APRINW REVISED INSTALLATION DETAILS 105/10/15 R.L. REVISED ANCHORING NOTES h INSTL OET. OS/07/17 R.L 1/4- ELCO ULTRACON TAPCON MT000022 SECTS796 CLIP CLIP I #10 SMS OR RETBAR ' ' I SCREWIONALSELFKILLING 64 MULLION MULLION M1000022 CLIP r---- -'II d10 WOOD SCREW I 1 II I I I 1 3/8' MIN. EMBEDMENT W000 FRAMING/ 1/2• MIN. 2x BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/OONCRETEAND WOOD FRAMING INSTALLATION NOTE. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. METAL 1/TURE c' MIN. STRBY OTHERSEDGE DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION SIGNED., 1011312017 MI WINDOWS D DOORS, LLC L/0TRE6SOWESTMARKETSTREET GRATZ. PA 17030-0370 J\51tf G NSA + y 5764 - VERTICAL MULLION 5MULLION SPAN-INSTATA LLATION DETAILS O-TIATEey7OFLORk0l- \\ ORMMOVCNG. REV 08— B SS/OIIIAI1tt \ Luis R. Lomas P.E. FL NO.: 62514 uxt NTS a'r 01/1t/12 38 OF 4 L ROBERTO LOM AS AE I&V WOt70WR0 RD LENRSVBI.E NC 27027 434404M ; 2.140" -f t.125" SECT5764 MULLION ALUMINUM 6009-T3.125' THICK F 1 RF-185 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. 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' - 1.375' 0.625' j_ 3.250' 0.8t3" = j 4.000' O MT000022 CLIP 1 16GA (.Oln GALVANIZED STEEL SEE NOTE 2 6 3. THIS SHEET 3.750" 2.189' — i. 0' 1 F 0.375' 11_ 1 0.843" A_ 2X 00.210' j— T— I I 1.562' SECT5796 CLIP FOR WOW FRAMING INSTALLATION ALUMINUM SM- IS.12S' THICK 3.750" 1.000' L 0.843' KV150"s aEscov lnu I arc OPADVEO REVISEO DISTALLATION OETAILS 06/10/15 R.L. REMISED ANCHORINC NOTES 6: INSTL OET. 06/07/17 R.L. 2.875' SECT5796 CLIP \— 2x 40.210" FOR CONCRETE INSTALLA TION ALUMINUM 6063-TS .125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS L. 08-01439 ALE NTS IDATE 01/11/12 JsMW4 OF 4 L ROBERTO LOMAS P.E. 14M W OODFORD R0 LENTSVRLE AC 2=1 alEdeeaBon Illar1lOf mmpmm SIGNED: 1011312017 5111 1 I II/ 0////' J• q. G 6r5 *= SATE OF . a —= i.e• IOR10P • : 4 NA i i% G` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www. tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V X... 118 Business &,Professional Regulation 1 r c Itrim 8CI5 Home i lag In I User Regstiatbn I Hot Topics I Submit Surcharge ' slats a FactS Puttbotions I FaC Stag 6CI5 SO Map Links I Search a r Product ApprovaldellU: Public user y rt ra R i:tru avoyaAwroyal Menu > Pitroist.Qr nnaf[alion Search > t p,Ibt > Application Oetall FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@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/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida Ucense 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. Certificate of Independence Referenced Standard and Year (of Standard) Validation Checklist - Hardcopy Received FL132Z3 R4 CQI 1Q - Certificate of Ind ependence.od Standard YM ASTM C1186 2007 ASTM E330 2002 I of 3 41130018, 7:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?paranl=wGEVX. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FLL•3223 R4 Equiv RIO-26928- C1186 eauivalencv.01 Method 1 Option O 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Summary of Products FL # Model, Number or Name _ I Description- i 13223_1-- Cempanel Siding — fiber -cement panel siding - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 1I cerspan el_installatlon.odf. Approved for use outside HVHZ: Yes FL13223 R4 I[ NOA 17-040 .06.Qdf 1 Impact Resistant: Yes FL13223 R4 II RIO 2689_ 17 Panel to Furrina.ggf Design Pressure: N/A FL13223 R4 I1 RIO-2686-17 Panel Wood Metal Frame pdr Other: For use Inside a HVHZ Install In accordance with NOA Verified By: Ronald I. Ogawa 24121 17- 0406.06 Created by Independent Third Party: No Evaluation Reports t1t1t1 FLl 223 R4 AE NOA 17-04m; nr. Qdf FL13223 R4 AE R10 Z68_9-17 Panel to Furrina.pdf LF L3223 H4AE Fu0-2686-17 Panel Wood Metal Frame,pdf Created by Independent Third Party: Yes 13223. 2 HardiePanel Siding fiber -cement panel siding Limits of Use ,Installation Instructions Approved for use In HVHZ: Yes FL13223 R4 lI HardiePanI-InsWllation.pdf Approved for use outside HVHZ: Yes F1i13223 R4 1l NOA 17_Q406.06.pdf Impact Resistant: Yes f_L13223 R4_Il RIO 2689-17 Panel to Furcirtg.pdf Design Pressure: N/A FL13223 R4 1 IO-2686-17 Panel Wood Metal Frame.p—df Other: For use Inside a HVHZ Install In accordance with NOA Verified By: Ronald I. Ogawa 24121 1117- 04116* 06 Created by Independent Third Party: No I Evaluation Reports FL13223 R4 AE_NOA 17-0406.06.odf FL13223 R4 Arz R10 2689-17 Panel to Furring FL13223 R4AE R102686 17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes i 13223.3 Prevail Panel Siding I fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.pdf Approved for use outside HVHZ: Yes FL13223 R4 If Prevail-Panel-Installation.pdf Impact Resistant: N/A FL13223_R4_11 _RIO 2689-17 Panel to FtuTina.odf Design Pressure: N/A FLt3223 R4 It RIO-2686-17 Panel Wood Metal Frain pdf Other: For use Inside a HVHZ Install in accordance with NOA Verified By: Ronald 1. Ogawa 24121 17- 0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-Qj0L 6.pd( FC13223 R4 AE RIO 2689-17 Patnel to Furrina,pdf FL13223 R4 AE RID-2686_17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes naat Cantaet us :: 2fi41.B)aic5toneRoad.lal4hassee.fl.7Z199.P1 859-s-ie2+ The state of Partla t5 an AA/EEO employer. Caovrtda 2en7•mu state of Flortla.::ynvagy ctat•ro Refund erae.m.lir 2 of 3 4/13/2018, 7.29 AM Florida Building Code Online https://www. floridabuil(ling.org/pr/pr_app_dtl.aspx?param=wG E V X... i Under Florda law, !Anal addresses are pubic records. 7 you do not want your a -mall address released in response to a publlprecords request, do not send electronic Mal to the entity. Instead, contact the office by phone or by traditionalmat. if you have any questions, obese contact aS0.467.1395. 'Pursuant to Section 455. 27S(1), Florida Statutes, ef(edive October 1, 2012, licensees tensed under Chapter 4SS. F.S. must provide the Department with an emal address (they have one. The emals provided may be used (or official communication with the tensee. However emal addresses are pudic record. 9 you do rot wish to supply a personal address, please provide the Department wth an emal address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S , please c110u ft=. Product Approval Accepts: rEW Credit Card Sate 3 of 3 4/13/2018, 7:29 AM Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 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 HardiePanelo"AEO.. JamesHardle Vertical Siding 1 INSTALLATION REOUIREMENIS RESIDENTIAL SINGLE FAMILY ONLY • PRIMED ti COLORPl11Sm PRODUCTSEFFECTIVE SEPTEMBER 2013 IMYlsitIwm.flnlesharim.mm 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 HZI OTM PRODUCT'S 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 amxxm f 110rn1momstationsoNatwildw(0 bbar dust ahoy from user 1.. Cull only using score and snap, or Ours (mazural, electric or Pneumatic). and others in worldrrqq area 2. Position cutting stollen inwell-vemaated area 2 ttso me of ao Id owing methods a Bcsc L Score and snap r. Shears Qnwwal, electric or pnetmtatic) NEVER use a power saw Indoors b. Better. L Dig reducing draAar saw wiupped with a NEVER tse a circular saw blade Mat On N may the Hardelafade saw bade trademark ftdeMW saw Made and HEPA mium edracfim NEVER dry sweep — use wet suppression or H PA Vacuum c Good: L DA redclrq dro& saw with a Flardeeade saw bide try to torfavto rrroderatecutlinpp Important Hole: For madmum protection 4owest resixatle dot prodicliml, James Hardie reeomm artN always tisirig'Best'-imel oA ft methods where feasibte. NIOSN•aplxved respirators can be used in cor*rdon with above ctdtirrg practices to kdw redoe dot mgiasuras Additional exposure Information Is adWe at wmilamesfarde.00m to told you determine the most appropriate cutting method fa yaw jab requlerrarnts II eaoern still existsabout exposure levels or you do not comply with as above pracooes, you should RkAls consult a quardied Industrial hygbenrsl or contact Jones tarde for hageer Indoordon. 3=105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to twvw.JamesHardecommerdal.00m HardiePertel" vertical siting can be installed over braced wood or steel studs spaced a maldmurn of 24' o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break "irweeWfurrmg) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at wow. lamehardle.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriatety 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 HardieWrae Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When Installing James Hardie products all clearance details In figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Do not Install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. 00 NOT use HardiePanel vertical sidingg in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section pee 3. 00 NOT use stain, oiValkyd base paint or powder coating on James Hardie®Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin f# 8 `Expansion Characteristics' at www.JamesHardle.com. INSTALLATION: Joint Treatment FastenerRequirements • Vertical Joints - Install panels in moderate contact (fig.1), alternatively Positionfasteners3/B" from panel edges and no closer than joints may also be covered with batters, PVC or metal jointers or 2" away from corners. Do not nail Into corners. caulked ( Not applicable to ColorPlus• Finish) (fig. 2). HardlePanelVerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water-radmwe bamer walar-misUve barrier Double stud may be required to maintain minimum edge 4 81Ud "' a nailingdistances. °'" b Figure 1 stu water - resistive barrier sheathing HardlePan a o vertical akli keee name 3/a min. from panel edges moderate contact keep festenam 2' away from corners t: Batten Joint "H" Joint water• re. I Istivetamer 2 x 4 slud Is appropriate gap between panels. than Caulk' Caulk Joint Qbt appamue to cdorRusp R L" Apply, auk in accordance comb auk ran laebwer'a written application Insouctlona. Necornmandation: When Installing Siena e. provide a dabs sbrd at Panel 1* 13 to avold ralWp t rouph woom. V upper panel 1/ 4"gap Z• asshpq } decorative i dbW lower panel Figure 4 For additional Inlormetlon on Hardlew '"r weamer Banter, consult James Hardie at 1.866-Mardle or twvw.hardle .cam WARNING: AVOID BREATHING SILICA OUST James Ha do prowasmdab respirable aysfal m alone, wbldr Is Imam to tine Sate d Udornia to came cartcerartd Is earaldced try WX and WSH to be a cause d cam kom sane oc Vrclo ul soured. Bresthkq ewessheamaftoll aspba*4111adug can doom aaalpoted*1sallunii dempedOcads.ardhastlemW*W%%ilhWwdseasd. SomestualesaWmvnaldagmay lnaewthen rlsla. Burhp kmtaaatlm orlwHblp: (I) wak fn aas atdoorarwidg ampb ;M use rbaashadsflears for amYg a. Mlae rot feasible, use a Nmd6deesaw blade d a&saw aadrod to a HFPA veasm; 3) warn Mhos h the bmssiate are: (4) wear a mperttitaK MM-appaed dug mask a rdptrata (eg. N•95) In awordwce vA h appacable goraanss MoAade awns andrraMaduar Insnidlaa ro tWar 6% respk&ble dla egoures. OwN dean - up, use H A mum a wet dearm methads - wiener dry uaae0. For Wher Wonraea4 rare to our kmtallallm klmucbas old Material Salary Oita Bred astable at www (amcct aftoom or by clomp 1. 900-SKAR IE (1-M942.73q. FAILURE TO WHERE TO OW WARIOfGS, MSOS, AND INSTWATIINI LVSTRICTIONS MAY LEAD TO SEFIIOIIS PlalsWX lNM OR DEATH. HS1236 . P113 1 A 3 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" - 2' clearance At the juncture of the roof and vertical Maintain a 1/4' compliance with local building code 2' clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements far 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. Figure 5 i0d Figure 6 conaweourdation Maintain a minimum 1" gap between gutter end taps and siding & Wm. Figure 9 siding CO gutter and end cep On not bridge floors YAM HardiePanefa siding. Horizontal joints should always be created between floors (rg. 10). Water- ReNstive Samar Framhq Figure 10 ; Horizontal I flO0fin9 Trim f soothing fasda r Hardepanei• BLOCKED PENETRATIONS Penetrations such as It= bibs and holes 1 14' or larger such as dryer vents should have a block of tam around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-gal anized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing; under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Cn filll & 8 add add nail Figure A Figure B do not under drive nails oo nor STAPLEthe roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. mV-? inn 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 kitdwut to deflect water away from the siding. It Is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to Install the kickout Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof 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 100e -110• to maximize water deflection Figure 11 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 beg results use an Elastomeric Joint Sealant comp"ll with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufachuer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or pnme all field cut edges. 100 NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling Is recommended If the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gentry wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your COIorPIu99 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 parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application Is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover Joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie• Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RHX)GF M: in a=dance vlfh 10C•ES Evaluationaepm ESR•1844, HudftwlD ventral aiding is recognlaed es a st&W alOenate to that wecl tit fie 2oo6 2009, d 2012 M=OmA Reswww Cwe tar orho•md Tw I'maly DAeb s and the 2006, 2009. & 2012 Wenatfmal ehddYp Oode. Elam&& d vat al siffihg Is also reangd:al fa arpkalbn In fine fdimft: City d tea Angeles Research Repro No 24862, Sate of fb1da fb" RM, Dade Cdhnly, FW& NOA Nd. 02.0729.02, US. Dept. d HUD hfaterels Release I263r, Tatar Depemnad d lims oe Product Enakatien Ef}23, Cky d New York mEA 223.93-AL and cigibria USA PA•0i g. these dhwrhhxhts srhohld atw be cohslead tar arph0o hN khMeadon oorhoanhh9 the tultalft d dale fwdhct fer apedkc apprfhosm. 2013 James Hardie Building Pmdufdss. All rights reserved. Additional Installation Information, TM, SM, and ® denote trademarks or registered trademarks ofJames HardleTechnologyLimitedC1isaregisteredWarranties, and Warnings are available at JamesHardle ma traderkof James Hardin: Technology UmBed. www.jameshardie.com HS1236 - P3/3 6113 Florida Building Code Onlinc https://wnvw.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX..: Professional Regulation Ira SCIS dome I tog In I User Regtetratbn I Hot Toplo; Sutan4 surcharge ( Stats a Fads Publkatbns ( FBC Staff ' eCtS Ste Map I u im I Seardr F 'da r. r Product Approval ta' I USER: PLM flier Plodpc4,domoval Menu > g2"tQUMftQ9A $gyab >6MMIORAA(> Appllatbn OataO FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcolisinc.com Authorized Signature Gareth Rahman grahman@aluminumcollsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL12194 R7 COI 017 FBC Evaluation Rppolt_ 4 T4 Solfits FinaLP-4f Standard AAMA 1402 rear 2009 1 of 2 4/1312018, 7:37 AM Florida Building Code Online https:Hw%vw. floridabti ilding.org/pr/pr_app_4tl.aspx?parain'=wG FV X... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL A Model, Number or Name Description 121194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels - Limits of Use Installation Instructions Approved for use In HVHZ. No FL12194 R7 II ALCIS003A 2017 FBC Evaluafion fIS02 Approved for use outside HVHZ: Yes Q4 T4 Soffits Flnal.odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports k FL12194 R7 AE A140559Q1.4 2017 FBC Evaluation ReQor Q4 Tit Soffits Final.pslf Created by Independent Third Party _Yes - - 8adr Wert Canta"j :: 2e01 Bbh St,neAgad, nlahasse&fL.32iY3 PhOrK: 850.487.1824 The State of Fbrtta Is an AWED employer. c tlyright 2007.2013 State of Florida.:: B1vacy.$r.r.m.,n :: y Statement :: Peft.M crag Under Florida taw, emal addresses are public records. 0 you do not want your e-mal address released in response to a pubk-records muest, do not send electronic mad to this entity. instead, contact the office by phone or try tradtorul m4L 7 you have any QrreStlon S, please contact 850.487. t395. •Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, kensees kensed under Chapter 455. F.S. must provide the Department with an emal address If they have one. The emaits provided maybe used for of imi communim0on with the kenoee. However email addresses are pubk record. 8 you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the pubis. To determine if you area kensee under Chapter 455, F.S, please click (tit¢-. Product Approval Aoxpts: sink! Credit Card Safe 2 of 2 4/13/2018, 7:37 AM G R E E K Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6" 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 (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 614320-3. ALC15001.4 FL12194-R7 Paae 1 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 ALUMINUM COILS, INC Soffits TECHNICAL. SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2ft.ft. and for the 'center vent' configuration. See Appendix 0 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 llin.ft. for the 'full vent' configuration and 4.2 in2Ain.ft. for the 'center vent configuration. See Appendix 0 for dimension drawings. ALC15001.4 FL12194-R7 Page'2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. E N No 74021 0'. STATE OF 11 O N A; i ' CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 0S t00t 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 F1.12194-137 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LimiTAnoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Loc tion Location Lotion Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Lotion Lo lion ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener Location 11% Fastener Fastener Loc Lion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10. -# Approved Systems for 10.54nch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Ca 12al Approved Systems for 124nch Soffit Span with J-Channel at Wall and Eave IA - A Approved Systems for 14.54nch Soffit Span with J-Channel at Wall and Eave 6F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 1 A Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 1 Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22. JJ Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24Fa! Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca L4AJJ I Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.114-Inch crown x 1-inch leg staples in diamond pattern spaced o.c. securing Three (3) 18 ga.1/4 inch crown x 1-inch leg staples in Max J Channel to joists; diamond pattern spaced 24-inch o.c. securing 10.511-1 16-inch Wood wjoists; One (1) 18 goofizont h crown x 1J-Ch4nch leg staples Wood J-Channel to joists; t59.8 located in the horizontal leg of the J-Charmel spaced One (1) 18 ga.114-inch crown x 1-inch leg staples located 12-inch o.c. I Iin the horizontal leg of the J-Chanriel 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/84nch 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. 5/8-inch long Stub Nail Wood One (1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- t40 164nch with 3/8-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3144nch long x 0.0724nch dia. x min. 1/4-inch 48 12F-3 16-inch W00d crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. mad dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/4-inch x 1/4 -inch One (1) min. 1 3/44nch long x 12F Max. Masonry 9 ga., min. 5/8-inch long Stub Nail WO°d crown staple spaced 0.0724nch dia. x min. 1/4-inch 48 164nch with 3/8-inch diameter head spaced panel l pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 8-inch o.c. 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 pst) Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/44nch crown One (1) min. #8 x 1/24nch One (1) min 3/4-inch x One (1) min. 1 3/44nch long x 12J-1 Max. 164nch Wood staples in diamond long x 3/ space head diameter screw spaced 164nch o.c. W 114-inch crown staple 0.0ad diah dia. x min. spaced 48hheaddia. trip naa spaced 48- 4. 4.2 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 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.t/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 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 W 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.t/44nch crown x 1-inch leg staples in Max. diamond pattern spaced 244nch o.c. securing J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 14.5JJ-1 164nch Wood Wood 1) 18 ga.1/4-inch crown x 1-Inch leg staples y,/ood J-Channel to joists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 14nch leg staples located 12-inch o.c. I I in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width Psl) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/8-inch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- t53.3 124nch with 3/84nch diameter head spaced 44nch o.c: and securing each inch head spaced max. 84nch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x Max. Three (3) 18 ga.1/44nch crown x 1- 1-inch leg staple spaced max. 0.0724nch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 44nch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/84nch 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. 25.6 164nch with 3/84nch diameter head spaced 3/16-inch head dia. trim nail 8-inch o.c.spaced O.C. 364nch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia: x min. 16F-4 16-inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 225.6 inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/4- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 484nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3 164nch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 00724nch diameter 16F-7 1&inch Wood inch leg staples in diamond pattern Wood c. oand securing each panel finishing nail with min. 3/16- 43.3 spaced 164nch o.c. lap inch head spaced 164nch o.c ALC15001. 4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3/44nch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern spaced 24inch o.c. Wood 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 16-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Max. diamond pattern spaced 244nch o.c. securing J-Channel to joists; Three (3) 18 ga.1/44nch crown x 14nch leg staples in 16JJ-1 164nch Wood One (1) 18 ga.t/4-inch crown x 14nch leg staples Wood diamond pattern spaced 84nch o.c. securing 232.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 14nch leg staples in Three (3) 18 ga.1/flinch 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-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1) 18 ga.1/4dnch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. securing each panel lap ALC15001.4 FL12194R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 psl) 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.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 14nch leg staples in diamond pattern spaced 24-inch o.c. of each female lock or spaced 16- pattern spaced 24-inch o.c. 22 SJJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; U2.1 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 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 124nch o.c. 3/16-inch head spaced spaced 124nch o.c. 44nch o.c. Approved Systems for Maximum 244nch 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.1/44neh Nominal 1)2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-1 124nch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern nch x 7d ring inchOne ( 1) min. 1.75-inch inch o 3/164nch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter 124nch ox 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 44nch o.c. ALC15001. 4 FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 MOP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1 5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 inch 0.0724nch diameter 80 24F-2 12 inch Woad smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch o.c. finishing nall with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1)Q staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One ( 1) min. 1.754nch x Max. ga., min. 5184nch anchored to each panel lap inch crown x 1-inch. 0 072-inch diameter 80 24F- 3 12 inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/ 8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O. C. nail 244nch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. One ( 1) 18 ga.1/44nch crown x 14nch leg Nominal 1x2 staple securing the No. 2 SYP nailer of each female Three ( 3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 0 24F- 4 164nch Wood Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 6 0 pattern in inz 7d ring inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 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 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 244nch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch 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 14nch 0.0724nch diameter 24F-5 16M Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 600 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to 16-inch 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 tap 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 24-inch 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min 2.25- inch crown x 14nch 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.1/44nch crown through the rafter securing each panel One (1) 18 ga. '/- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12 inch min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. t60 incinch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/164nch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.0724nch 12-inch o.c. 24 inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batteNrafter inch head spaced intersection. Max. 44nch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple -securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 164nch o.c. One (1) 18 ga. One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one z 1-inch leg batten or two (2) lap Wood leg staple spaced finishing nail with min. t53.3 164nch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d 84nch ox and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.0724nch lap 24 inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3116- intersection. Max. inch head spaced rafter spacing is 44nch o.c. 244nch o.c. ALC15001.4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. . CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1/44nch crown x One (1)18 ga.1/44nch crown x 1 inch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1.754nch x 0.072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 124nch o.c. 3/164nch head spaced 4-inch o.c. Three (3) 18 gaA14-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-inch crown s in di1-inch leg stapl es in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced h o.c. of each female lock or spaced 16- pattern spaced 124nch o.c. Max. Max. securing-Channel tsecuringJ-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia: 5t53.3 24JJ-2 1 Wood One 18 crown x One (1) min. 1.754nch x 0.0724nch Wood One (1) 18 ga.1/44nch crown x 14nch leg staple securing the 4 1 nch leg staples located in the horizontal leg le the aced in Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch 3/164nch 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 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION Note - Refer to the APPRoven Sys rEms section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail 10.5JJ-1 & 14.5JJ-1 Diamond' Patten 18ga.. 114•; 1' staples I r o.c. max 18ga., 114' x 1' staples 24- O.C. Max J•Channel 18ga , 114• x I' staples 24' o.c. max Diamond' Patten annul oeteo e 18ga., 114' x 1' staples max Ol ondcr ' Patten Oete1 A 18ga., 114' x I' staples I r O.C. may ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-1 & 12F-2 MIN. 3/8' HEAD DIA. NAIL, MIN. 1.25' EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA.. MIN. 6/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD SOFFIT MAX. 12•INCH SPAN F" CHANNEL FASCIA TRIM 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 ALUMINUM COILS. INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER ; ' 21W BC CS `, SOFFIT STAPLE SUP3/4- x 1/4- ' DIAMOND PATTERN CROWN STAPLES L DETAIL USING A DIAMOND % yr KVVaHj PATTERN I snvus i FACU BOARD i CAP 3/4- X 1/4- CROWN a' 1-3/4- TRIM NAIL FACIA BOARD STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 46- FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD SOFA SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. Installation Detail MIN. 14GA T•NAIL OR MIN. 90A. STUB NAIL WITH 3/8' HEAD DIA.. MIN. 5/3' EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SUP BOARD FASCIA TRIM 12F-4 SOFFI T MAX. 12•INCH SPAN F" CHANNEL 1-3/4" TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA CAP Coner&L• or Block wall CROWNXWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER °W 2ar1— 3/ 4' X 1/4- CROWN STAPLE 01ST j SOFFIT STAPLE FACIA BOARD / DIAMOND PATTERN DETAIL 3/ 4- X 1/4- CROWN STAPLE -24- ON CENTER USING A D MONO PATTERN Nk--FASCIA CAP 12J- 1" L- CHANNEL 3/ 4- X 1/4' CROWN 8. 1-3/4- TRIM NAIL FACIA 8OARO STAPLE ON CENTER 1- 3/4' TRIM NAIL PAINTED S.S. screwed co aotftc with one(1) da r. PAINTED S.S. 48' FASCIA CAP 1/ 2- r. 3/8- head O.C. diameter screw, 3/4' X 1/4- 16- C.C. CROWN STAPLE cAFFrr— max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15O01. 4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 12JJ-1 & 16JJ-2 ALUMINUM COILS, INC Soffits Appendix 8 18ga., 114" x 1" staples 24' o.t. max 01amond' Patten 18ga..114' x 1 staples 12' o.c. max A 18ga.,114' x 1" 3Ag stapies 24- O.C. Max Diamond" Patten DetrA 8 18ga., 114' x 1' staples 12' o.c. max Diamond' Patten IS ga., 114" x 1" stapies in horzontal leg of female lap J•Channel Detall A ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11W LOOM s 0 07?- OtA. 7RITA NAtL WITH 3n6' MA001A. FASCIA 80AM SPACED 16' C.C. FASCIA CAP SOffti V x i:i' CA0 DM STAPLE OPEN RAFTER C.C. 16,31. tAW T. NAIL OR MX FASCIA BOARD 9GA STUE'. TIAIL 111Tft 26' HEAD 16F-1 E IEW SOFFIT 8. FASCIA 16F-6 SPACED:' C.0 DETAIL FASCIA CAP; REFER TO SOFFIT 6 FASCIA DETAIL F' CI1ANk[l SOFFIT; MAX 16- SPAN MASONRY 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 16F-3 & 16F-4 No. I Installation Detail SOFFIT F" CHANNEL Wood.=oncrato nr Slo:Y. wall FASCIA LIP 1/4" MIN. 318" HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 913A. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001A FL12194-R7 Page 8 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail nA ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a• ' DIAMOND PATTERN D ETAI LaArCROWNSTAPLES , USING A DIAMOND 1 -j s PATTERN FACIA BOARD FASCIA CAP 16F-5 3/4- X 1/4- CROWNJTRIMNMAILFACIA BOARD a• 11-3/4- STAPLE ON CENTER TRIM NAIL P' F• CHANNEL CAN BE PAINTED S.S. 4a• INSTALLED FASCIA CAPWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOS -max. 16-inch span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail k IL" i,RO'JM STAPLE WSTAJFD 16F-2 & a TMCM DtauoHD 16F-7 F. SUBSTRATE 1 3f-LOIM X OOT-' OIA TRIM' NA L WITH 311W MEAD DIA IAFTFIt SOAV FASCIA CAP. REFIA TO SOFFIT I FASCIA OCTAL Soffit. MAX 16' SPAN ALUMINUM COILS, INC soffits Appendix B FASCIA BOARD FASCtA CAP 1' x If" CRVAW STAPLE 4-0:. SOFFIT & FASCIA DETAIL 310" Itrx I' staples Diamorior Patten ALC15001.4 FL12194-R7 Page 10 of 19 . This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A OtAMONO PATTERN W000 OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL] PAINTED S.S. 48' O.C. SAFFTr—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3r8" 71r< ` 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE FACIA 86MO f DIAMOND PATTERN DETAIL Idua 3/4' X 1/4- CROWN ' FACIA BOARD 1-3/4TRIM NAIL STAPLE '8' ON CENTER 1-3/4-PAINTED RI FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFR SOFFIT & FASCIA DETAIL ALC1S001. 4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 189a., 114' x V ram / SOlamond' PattenaxOPENRAREn 18ga., 114' x V staples 1 Y o.c. max A 16JJ-1 18ga.,1 14• x 1• 3W - staples 24' o.c, max Diamond' Patten J•Channel Detail 6 Dotal A annal 18ga.,114'xV Maples 8' a . max Diamond 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 No. Installation Detail 22.5JJ-1 18 ga., 1l4' x 1" staples 16' o.c max and 1 S'4" Long x .072' Dia. Trim Nails with 3116' Head 4' 318' o.c. max Diamond' Patten 18ga.. 114" x 1' staples I T O.C. max 18ga., 114' x 1' staples 24' o.c, max J-Channel Deted a Dried A ALUMINUM COILS, INC Soffits Appendix B 18ga., 1/4'x V staples 24' o.c. max Diamond' Panen 18ga., 1/4' x 1' staples 24" o.c, max r' Diamonrr Patten 18ga., 114- x 1" staples 12' o.c. max ALC15001.4 FL12194R7 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 System No. Installation Detail 24F-1 & 24F-4 1'el' CROWN STAPLES USXG A 0101014111 PATTERN: REFER 10 SOFFIT STAPLE DIAMOND PATTERN Of1AL F-CHA"NEL WOOD SUBSTRATE 1 t' TRIM HAP. PAINTED SS. Heminal I'AT' SYP Gotten Anehored to Ratter with one Id Rbog Shant Had at every Rafter ALUMINUM COILS, INC Soffits Appendix B BOARD UP ROW" STAPLE FASCIA BOARD SOFFIT L FASCIA DETAIL CROWN STAPLE FASLIA CAP; REFER 10 SOFFIT t FASCIA OEtat e_ 31BASOFFIT. MAX. x' I SOFFIT STAPLE DIAMOND PATTERN ALC1S001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t- TRIn MALL FASCIA 80ARO PAINTED S.S. 1-i' SNOOTN STUNK---\ FASCIA CAP ROOF NAILS SOFFIT 1'ef- CROWN STAPLE I t TRO1 MALL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA 24F-2 & DETAIL 24F-5 1-4' CROWN STAPLE fA5[U [AP, 0.;fER To SOFFIT t FASCIA OETALL Naaunat r.r SYP Batten Anchored to SOFFIT; MAX. 2L' F• CNANNEL Nation with one 7d Reg Shaah Nail at every Batter WOOD SUBSTRATE ALC15001. 4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I !- TRIM NAL FASCIA BOARD PAINTED S.S. ILGA t' T-NALS FASCIA CAP SOFFIT I'e' CROWN STAPLE ll- TM UAL FASCIA BOARD PAINTED S.S. SOFFIT L FASCIA OETAIL 24F-3 & 24F-6 1*4- CROWN STAPLE FASCIA UP; REff]I TO SOFFIT A FASCIA DETAIL Naminat ro, SYP Batten Anchored to SOFFIT; MAX. 24' f-CHANNEL Rafters dth one id Ring Spans Has at evert Rafter MASONRY I ALC15001.4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer 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= TRIM HALL FASCIA BOARD PAINTED S.S. rsCROwM FASCIA CAP rTAPLESUSING SOfHt AOIArt0110PAtTEBN: REFER TO CANTILEVERED Ye}' fROwN SiAPIE SOFFIT STAPLE RAFTER DIAMOND PA TERN DETAIL FASCIA BOARD I TRIM HAL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J- 1 & rrf csawN STAPLE 24J- 2 FASCIA CAP: REFER TO SOfrIT A FASCIA / OF1AL / \ NOR. aulI- r r sVP RaR/ns souna oth Gm raReraarw SOFFIT: MAX 24' ' I 3/8' 1- CHANNEL securaa+eUr as (t) 7a nnR I 1 snan del sit"hi-naaed lb. h Ina roRet Itch me am MOOD SUBSTRATE a time bdttan or t" (2) 7d \ ddI ttlartk daft taawed on eaha trde of the mttem at Ile oattenfrafter interseawn / i 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 18ga., 114' K I' staples 24' o.c. Max OPEN a.crEw Diamond' Patten 18ga.. 114' x I' pIST staples 12' o.c, max B i A S. 18 ga., 1/4- x 1" staples 1 G" o.c max and 1 3/4* Long x .072' Dla Tnm d-Channel hinds with 3ftfr Head 4" 3/e o.c. max Dews 24JJ-1 18ga..114• x I' 318' staples 24' o.c. max 18ga..1/4' x I' 1111l1 slaptes 8' 0"" max Diamond Patten t•Channel Ikled A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, `recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 24JJ-2 B 18 ga., 1/4" x 1" staples W o.c. max and i N' Long x .072" Ola. Trim Nails with 9f16" Head o.c. max 31W omm tt-FrcR A 18ga., 114' x I' staples 12' o.c. may ALUMINUM COILS, INC soffits Appendix B 18ga.. 1/4' x 1 staples 24' a.:. max Oiamand' Patten onnot oetad a 18ga.. 114' x 1" 1803.. 114' x 1' staples 24' o.c. max staples 12 o.c. Max Diamond' Patten Diamond" Patten 18 ga., 111' x 1' staples In hormntaI leg of female Iao J-Channel 0eleil 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-fig or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,d, 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeightRoofft Basic Wind Speed 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 1 -21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46 8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 1 -52.1 57.8 40 22.6 1 -26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 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 25 108 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 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 1 17.0 1 19.5 22.2 25.1 28.1 1 31.3 34.7 60 13.1 15.4 1 17.8 1 20.5 23.3 26.3 29.5 1 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRigoohtf( ft)120 Basic Wind Speed mph) 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 1 -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 1 -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 1 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 1 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16. 8 19.7 1 22.9 1 26.3 29.9 1 33.7 37.8 42.1 1 46.7 60 17. 4 20.5 1 23.7 1 27.2 1 31.0 1 35.0 39.2 43.7 1 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure 0 Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 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 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20. 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 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 31.6 359 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 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 1 52.2 50 19.61 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 1 27.5 1 31.6 1 35.9 1 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" 3/8" J-Channel f 3/4" -- ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/8' PROFSE ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK . TECHNICAL SERVICES, LLC 3/4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK F 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001.4 PL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit 0rM 18" BLANK 3 / a PRonLE 2 nr UP ALUMINUM COILS, INC Soffits Appendix D ALC1S001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor, imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 12" T4 Soffit 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2' 1/2" 1/2" 1/2" 1/2" 3/4' 3/8" C 13.75" BLANK 3/8" PROFILE o 0000 0000 oao a ooaa ooaoaJ oaao END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. k": Florida Building Code Online htips:Hwww.floridabuilding.org/pr/pr iipp_dtl.aspx?param=wGEVX... I of 3 I 1 Business & Professional Regulation. ra r SCIS dome I tap N I User ReglStratlon I riot Topks I Suomi SWCMMe I Suits a facts Publ[ations I FaC Staff I aCIS See Map I Links I Seam OProduct Approval us¢a: Peak tzar Cfgdutt AeemVal WU - PtgdUtt Or Aeeeraiien,je,fd a AgMtbalQt > Appilmden Oetan FL # FL7006-RIO es Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by,the POC and/or the Commission If necessary. Comments Archived Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetz001 0tampabay. rrcom Authorized Signature Robert Metz rmetz001 0tampabay. rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOO1@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717)S79-6706 don.shawOlko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency FM Approvals - CER Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM 07158 Class H ASTM E108 I Year I 2016 2010 2011 2011 4/ 13/2018, 7:41 AM ' Florida Building Code Online 1)tips://www.floridabuilding.org/pr/pr appjtl.aspx?parain=wGEVil. Equivalence of Product Standards Certified By Product Approval Method Method 3 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL # A Model, Number or Name Description — ~ — 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Blltmore and Blltmore HD manufactured at IKO's Kankakee, 1L; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate ! — Approved for use in HVHZ: Yes FL70Q6 R30 C_CAC Leticr - ASTM () 6.i let-s Approved -for use outside HVHZ: Yes 2-26-2017) from FM.pdf Impact Resistant: N/A FL7006 R10 C CAC Lette) ASTM D3467- letter - Design Pressure: N/A Other: L17006Rio C CAC Letter - ASTM E108 ter - 9_.26_2Q17>__pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions L7006 R30 11 IKO_387-02-01 L@lter_:.Installation InstruUlg"_Lgr EBC FL7Q06 pd_f Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 I Hip and Ridge 12 Cap This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip andridge an asphalt shingle roof system manufactureded at IKO's Kankakee, ]L, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL7006 R10 C CAC ASTM t) 3462 - Shin Ig alegp_r Approved for use outside HVHZ: Yes Sunrelltance AudiLLg-cation_(U- &D. 7),pdf Impact Resistant. N/A LL7006 R10 C CAC Letter ASTM-Q3161 letter - Design Pressure: N/A L9-26-2Q}•7)_Som FM.pof Other: LF 7000R10CCACLetter - ASTM D3462 letter - FL7006 R30 C r, C_letter - ASTM E108 lesterz 9_ 26_2(17).pdf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL70Q6 RIO JI Hip and Ridge Cap Shingle Installation SStNctlonspdf FL70Q6 R30 11 IKO-187_07 O1letter - InstallaILon InstTucllogs o B 1L70.06:pd1 Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 3 reng Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F47_096 I{10 C CAC Letter - ASTM D3161 letter - APproved for use outside HVHZ: Yes 19`26-2017) from FM.pd-jImpact Resistant: N/A FL700G R10 C—CAC Lelter_ASTM D3462 letter - Design Pressure: N/A (9-26-2QAZ),pd( 2 of 3 4/13/2018, 7:41 AM F!olida Building Code Online https://www.floridabuilding.org/pr/pr_al)p dtl.aspx?param=wGEVX... Other: 17006.4 Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant N/A Design Pressure: N/A Other: E6Z096 R10_C_GAGsguer - nSTM E1Q 16 gr -- Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IK0_187-02-01 Letter - instal[MW Ifistructions for FBC FL7006.ndf FL7006 R10 It Roofing-Products-LeadinD-Edge-Plus^ i AROIiC L4 L-E(li.t I Verified By: Duc T Nguyen PE 65034 ICreated by Independent Third Party: NoEvaluationReports Created by Independent Third Party- 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Kawkesbury Ont., Toronto, Ont.: Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FI 6 R10 C CAC Letter - ASTM QZa61 letter - 9_25_24.1Z).froM1ILEMdP& EL,ZQ06 R10 C CAC Letter - M 03462 letter - 2-_Z6_2017 .2df FL7006 Rt0 C CA I etMr - ASTM E108 letter - 2=t4.203zLa.f Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions ELZ04S:_Et3Q 11 _IKO-1a7-02.01 Letir• If15S611d1ig0 InStrUgtions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created'by Independent Third Party: No Evaluation Reports L rested by Independent Third Party: 9adt beat Contact Us:: 2601 Mir Stone Road, Talah4sf0e FL 32399 Phone: 6S0.487-t63 The State of FbAtd Is an AA/EEO employer. [QQyMht 2007.20 L3 State of Florida.:: EMMO Statement :: A[cesslbtty Sotement :: Refund Srattment Under Florida taw, emea addresses are pubs[ records. If you do not want your e•mal address released In response to a pubk-records request, do not send electront Mal to this Way. Instead. contact the office try phone or try trad[brul mat If you have any questions, please contact SS0 407.139S. 'Pursuant to section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees lcensrd under Chapter 4SS, F.S. must provide the Department with an emal address I they have. one. The emals provided maybe used for official oommuntatlon wth the Ittnsee. However emal addresses are pubic record. If you do not wish to supply a personal address, please provide the Department with an emal address which an be made Avalable to the pubes. To determine d you area Icensee under Chapter 4SS, F.S., please dick !K Product Approval Accepts: Credit Card Safe 3 of 3 4/ 13/201 R, 7:41 AM 0-'V1'r CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_BAGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_BTTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12 3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: 1 +. c Signed- t - Brad Grzybo SKI Duc T. u e Managing D rector Florida RiglStere ratessional Engineer P.E. Number: 66034 Date: October 27, 2017 Date: October 27; 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO.187-02-01 PRI CasWctbn Matodab TeOnobom, LLC. 6412 Badger Drire Tonga, FL 33610 TO 813-621.5777 Far. 613.621-5040 "aU: meWda1--Ung@pdcmLccm Web511e: M 0JAvww.pdcmLcam IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES SEALING STNP I !• 4/—err I I rylre- t NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI bonsmxtlon Ilatodak TOOnol4ea. LLC. 6412 Badger OrM Tampai, FL 33610 Tut 81=1•SM fez: 8134i21.5840 e-md: materialstes6rlg@pdemLC0M WebSfta: http/A„rw.pdcmLoom 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". r vo• NAIL LINE 6 3f8 t1 i NAILS NAILING - STEEP SLOPES APPLICATION Use six neils os she%w. L Fa 1:1 r] ;11-1 CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Corrbuctbn Matellals Tedwlogks. LLC. 6417 BWgw Drive Tampa, FL 33610 Tel: 813.8215777 Fax 813821.5840 e-mail: matsrialslesling®p udwm WeWle: MIp:Nwww.p cmtccm 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. THEYARE DESIGNED FOR USEAS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. m Aml TAPEn CV I PPo Construction Matedals Techmt tes, LLC. 6412 Badger 0d a Temp& FL 33610 Tel: 813.621.5111 Fax: 813-621.5840 e-mail: matedalslesmg@prtmL=n WehSlte: http'Nwwnw.pACmLaom t% IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley (lashings, or drip edges to roof deck as required 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Consh clbn Materials Twhn*gles, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813.821-5777 Fax: 813-621.5840 e-mall: matertalatnWV@pd=Lcom WebSde: hBp Aww.prlM=n Florida Building Code Online https:Hwww.tloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... lI Business & Professional R•a • aCIS Home I log In I User Registration ( Hot Tapia I Submit Surcharge Stats a Pacts I Publications I PeC Staff BCIS Site Map unkt I Search 1 bh Product Approval USER: Pubic User Rggua A00MV•1 Meng > PMdM.Qr AN Kat& -&rM > AgakaUDIIJ ltt > Application Oeta• FL k FL2346-R7 Application 'type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRooflng.net Steven Crew Steveno Warnorftoonng.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@Warriorkoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@warriorRoofing.net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 20/05/2021 Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL2346 R7 COI Pitt C T_Ce!t.gf_tn4CpeltdgnCe.gj9[ Referenced Standard and Year (of Standard) Standard ASTM 0226 ASTM D4869 Year 2009 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346R7 Eauiv fBC 2017 Standards Ea vulalencv_Wf 1 of 4/13/201'8, 7:44 AM Florida Building Code Online a htips://www.floridabuild ing.org/pr/pr_app_dtl.aspx?pamni=wGE VX Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option B 01/17/2018 01/17/2028 02/17/2018 04/10/2018 FL # i Model, Number or Name 2346.1 j #15 and #30 roofing felt . Limits of Use — Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other: Primary roof covering should be Installed Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 _ 1 15w and 30w roofing felt — Limits of Use I Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. Description _ _ -- ASTM D 226 Tested Installation Instructions F1.2346 R7 11 Installat!gp structlons pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7j& 15A Test Repo t__.pdf FL2346 R7 TR 30A Test ReooLt.odf ASTM D 4869 Tested Installation Instructions Ft2346_ R7—l! Installatlonlnstructlons.pW Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test Report.pdf FL2346 R7 TR 30w Test Repoq.pdf bock Neal CorKeCt. Us :: 2501.5bb,.StonelWad.JBbbass r,.,eF '+S2390 ffipL55A-4a7_15Z4 The State of Florida Is an An/EEO employer s0uydoGt zom•zD1] Stete.oLEbrida.:: EEftatY.Staterilm :: accs95ibIIlY-Staterne0l :: FAhmd.Slatwili l Under Florida cow, email addresses am pubic records. 0 you do rot want your e•mal address released In response to a public -records request, do not send electronic malt* this entgy. Instead, contact the once by phone or by traditional melt a you have any questions, please contact 850.487.3395. *Pursuant to Section 455.275( 1). Florida Statutes, effective October 1, 2012, I censees Icemed under Chapter 455. F.S. must provide the Department wqh an emel address if they have one. The emob provided may be used for official Communication with the Renee. Npwever emal addresses are public record. If you do not wish to'suppty a personal address, please provide the Department with an small address which can be made available to tho public. To determine if you area kensee under Chapter 45S, F. S.. please click bem• Product Approval Accepts: RtRt Credit Card Safe 2 of 2 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P.O. BOX d0155 • TUSCALOOSA AL 3510A • PHONE (205) 553.17U • FAX (205) 6 3.1755 I 193 LEROY ANOERSON ROAD • MONROE. GA 30653 • PHONE (770) 207.0695 • FAX (170) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 7094)027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than -every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. ' Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the 1: length a minimum of two inches as you move up shedding. I I t 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. 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15 lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document hnps://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsm/th@151ightyears.com Respectfully, 72 Timothy ith 15 Llghtyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Sc r% t n 6-1 Permit #: 05 1 T(0-7 Job Information Builder: ?','V S tectr c Community: Lot: (Q Z Address: 1400g /l.&.-,;. oe-, Unit: City:-3A"-Ce'-c1 State: != I Zip: SZ'773 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. ERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406.2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(SO) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): 14-7a X 60 j 149 y 70 _ Lf• O Method fnling volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS (Mechanical Ventilation is not required) G/Code software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402. 4. 1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth In Section 489.105( 3)(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 offlcial. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. lnterior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 LightYears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the c ce method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 21DNA87 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: se w. 't0 Permit#: Job Information Builder: fA r-If S gt.o.re Community: w ,%cj(„,*t M Lot: Z Address: po$ h Unit: City: rOj,4 State: J zip: 3 2 773 Duct Leakage Test Results System 1 2 cfm25 System 2 cfm25 System 3 cfm25 um of any dditional systems cfm25 Total of all systems Cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES (00.) E]NO (0) DoPerformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the ZS + «( e 0.0 ( Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 2KASS I L>os -0f Q. O.03 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: 55) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the com Hance method selected above. Signature of Tester: Date of Test: l 2 - IS — M Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RF,RNFT Copy of License / Certificate of the tester must be attached) LL 1= W z N W cew Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 R F I # 2GNAB7 a=== Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) 1 1' 11: I• DESCRIPTION AS FURNISHED:: Lot I62,;.. W,YNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records IOf* Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO:. Park j.Square Enterprises, LLC (a Delaware Corporation); Wi j derwe'edle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT: 5 PALMER(S S06DMSION PLAT BOOK i2,' FACE 41 S+ 00'I B '02 " E REC. 1/2'• I.R. 3.9' I 4.6' SET NO I.D: iON' ,' ' 60.06 ON,.I.R. j 100gMgfH«r Or G 1 1•7 r FENCE I — — 28.93' ;LOT 62 28.93' I 3.O'x3.0' 1 a AC PAD 1OAO' • 22.7' j , I COV'D. BRICX 10.00' 7' CO j ONE STORY r"' I. • RESIDENCE ti toI c F.F.-27.J3' ^ tp CA) LOT 63 ,0 .. 'A W LOT 61 COVD. OFF BRICK 1 k53' 10.00' 10.00'' BRICKOR. 1 jI 25.20' 25.20' 7' tj20' I ,i f .' 10' UTIL. ESMT. 2.0' y ONI , I ON ti I I tih 180.0' P.I. REC. 1/2' I.R.: i.l S CONC. WALK SET N&D — — — — — - NO I.D.:WALK ' ; i ,,•S, 00"16 57" E (e.B.)• 14596 ENDS I ''' 60.00 SETBACKS AS FURNISHED FRONT - 25'(1) /14PREAR - 20' SLOE - 5' (40' LOT) i I ti GAO 7.5' (60' LOT) 10' (75' Lot) I SIDE STREET = 25' (60' dC 75' LOT) NIG ' I i HLJ R ON L J RI VJ 15' (40' LOT) I, ; 25' FRONT SETBACK CAN BE REDUCED i I ' ..' 3 ; I,(50' PRIVATE R/W) TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' ; PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G ; 1J - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD PROPOSED F.F. PER PLANS - 27.2' CRUSEiVHEYTR—AS'G`OTT c;, ASSOC, INC. — LAND SURVEYORS LEGEND LEGENO P • PLAT PALL POW ON LOR 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436rIRr • D "P.: iTrICAL IrOIEi' r, V. . ww PIPE PAC. •POOR or KYOK'CIRrVATIRE Ix - rRnl ROO rEy - PO or eoAw M CURVATIRK r.ITNE UlIDOKECNED Does NERE9r CERlVY nur 11R5 STIRVEY YEfRS LN[ S ANaRDt OP PRACMY SCr rORM or fw FLORIDA BOARD orCWCOCKMIOARSNTRAL . RAOtAL PRorEs9ottAL suRrnoRs AND YAPPERS a CNAPLER u-17 noRIDA AOYWISIRAIIVE CODE aARsuw To SECTprI .no>z nova SuiUESmLIL : IV IR .ins 45% NR. • NON-MMAI. iI . UMESS LLBOSSED W!M SIRM19R5 SIGYAATURE ANO GRreRrAL RAKED S[U. T RS SURVEY rA1P OR coax ARE NOT VAUD. Rae. POINT Or CALwffl. . . CALCULATEDPOI1R 1 11a5 AIRYEY WAS PRERNED IR01r ITRE DDORWLpN rURNKNm to THE SURVCYOR. nrERF WY B[ onrtlt RLSIRfe"MSPALL : POINT w ca"MC CO CALL .;, MIA4ttKaff • I roR LASEIJEMS IINr ArFEC/ IIOS PROPERLY. r=e. • POINT Or CONNCIICpICIIT ff. PETAWApR RtlQ!lKW NtrAM'OTT lyO U110ERCR0{R/O OIPROYDr[N75 WIVE BIIN LOCAI7ID UNLCSS Ot1r0I1WSE SNOWItl • MAIcEmLERLIK r!. : r NUM /LOOt O1VATmr S i104 SURVEY K'PREPARED TOR INE SOLE BENfETr Or 71106E C[NLVOiD 1D AND SHOULD N01 B[ REE![D UPON BY ANY DINER [NIRY. WO • MAIL L OtSC RSL RUILOIIQi SETlAd1 LINE RN - IGIIT•Or-VAr Lri RCNCNKM , 6 OIYENSIONS SNDwtI r0R INE LDaIION a IYPROHE]tfp(I$ NEItEbll SIR)ULD NOT BE USED 1D RL.UONSTRUCr BOUNIM" UNES. ESNT. - a LWHAGri LL • BASE REARLNG,BGIRINGY,ARE BASED ASSAYED anw AND ow tt4: tRIE SrIONN AS RASE aEMnNo (dB) CDC. •DRAINAGE ULIL . UTILITY EL,EEEVATRINA', SNONPL ARE BA.Sta ON ANIR)NK GLOORIC VEXLIGIL a/UY OF fR2R. UNIJSS OI1tERIRSE N011'ACLfG . MAIN LORE rDCL ' I D.,CERIRIGIfE Or AUINOIPILI}pN Ms b90. vvf- . WOOD /ENCE ( ] KM Pt. : POINT Cor CIAIURE I SGILE I--- 1- 0 --I DRAWN B1^. ••• P.T. • POINT ar TANGCItr p se. MUM CERTIRED Eli:• DATE ORDER No. _ PLOT PLAN •04-03-2018OLAKOMIMOMA 'TM I a•w L."•"'.r.', Via' 2017-18 c t - CHORD KARMG 1M' . ::. "" •" h" FORMBQARO FOUHOAnoN/L1 EVS. 07-3f —20 /8 5008-18 NG • NATURAL GRADE NORTH I •,..:' ! •memmeii-o.aeemlr • 12- 17-18 8348-18 ti...' ao lAwau mran aim THIS BLRLDINC\PROPERLY DOES Nor Lfr 11,1MN •; _ '°'aaA'm"' rNE EsmeuSHED too YEAR FLOOD PLAN£ AS PER Inme ; TOM X,I!CRUSENMEYER, R.L.S. / 4714 zone x' MAP 112 t 1700090 F (09-28-07) JAMES;, W, ' SCOTT. AL.S 1 4801 4- 6 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: IF- [ (, _7 Documented Construction Value: S Job Address• C/ I '1, ' Historic District: Yes No ParcelID: Residential W, Commercial Typeip Work: New Addition Alteration Repair Demo Change of Use Move DescriptionofWork: UIrY1 i Vtri 0 -e VI C.W SC C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Street: Phone: City, State Zip: Resident of property? : Contractor Information Name 4 CA yA., u irl-Cc i Street: ADO S Phone: U 1- P j%--17 t? d Fax: ` 7 "0 /l — 9 3-(.- City, State Zip: j- i. % I : C_1 StateLicenseNo.: ` ' 'j> 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 PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING VOUR 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F BC 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 O PermitApplication ^ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Namc Signature of Notary -State or Florida pate Owner/Agent is Personally Known to Me orProducedIDTypeofID si8atur.-on tor/Agent to 1 11L1L ClN1j C Print Contractor/ Agentt'' s Name IA7 Signaturkof Notary-Suue of F onda ' ! / pa V NIASSlp .. cp ay 7.2C Fr •. r o, OFF12M 1 ; y e e0 AG;p10Contractor/Agent is Personally Knovt. Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical MechanicaIE3 Plumbing0 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: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application e CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 2 0 2018 PERMIT APPLICATION F D Application No: iE-a0_1 Documented Construction Value: S «' Job Address: L— 1 Historic District: Yes .No Parcel LD: — ''b ' - 'd Residential 0 Comlaercial Type of Work: New 9 .addition alteration Repair Q Demo Chancre of Use Nfove 1 r Description of Work: I j (..] i I t'L rt i'I !• • I Te)`' / ti i rpvcl\1 (ir 11in hi1vv- Plan Review Contact Person: l Title: Phone: 'C 1 I Fax • WTI — ^ Jc OD3 Email: Property Owner Information amc Y Phone: Street: *Vj,) Resiclent of property : Cih•, State "/_ ip: L cl R , L Contactor Information Name, Na11 t._r, I '.t c. ._, G'•' % :i I ! i i ' t 11i•. "_J ! t t Phone: Street: 'z-3 i' ( Fax: V`_, I l cC!; City. State Zip: U` cn , State LicenseNo.:F t / "'r) - /(>r'>; e Architect/Enginear Information cattle: Phone: Street: City. St. Zip: P,ontlin, Compariv: address: 1 ax: E- mail: IUI' i r r a Lender: address: ahNING TO 0\\. N EI:: YOUR FAILURE TC) RFCORb A NOTICE OF CO JJJENC1 MEAT RESULT IS VOL'It TWICE FOR IMPR OVEJIE Ts TO YOUR PROPERTY. A NOTICE 01" CWL\lE-\:CE\lE\T UST I,E RECORDED AND POSTED ON THE .IOFt SITE F.iEFORE THE 1=1RST INSi'I:C7'10N. IF YOU I\TEND TO 08TAIN FINANCING. CONSULT WITH YOUR, l_ENIAR' OR AN :\TTui:Ntil' I:F:I"URF: kCCORUI.,C; %,OL'R NOTICE Or COMMFSCEME\T. W Ltio ii hLr-11:' r:.i. t: obta:t13 :r:: i:i ii C..? t LI C•: :. _.. _' .... .!:^_:! ::s :.. l:!.:!: °.:L t C:rit:\ .! :i_i 1i i,-r. ...• : t. 6i aatit....li is 0: _ j• ........:i..... ..... i1: i:'i:t t.•- f..,_......... lte . 11 .]'. x. ui:J ll! ri•'iii!C!!1. I Cildti'stard that a sepurai: pi•rlait intist b-. seclinA for dutrical %%urli. plumbing. si'-vs, 11U1115, furnace boilers. heaters, tanks. and air cunditioners. tic. 1•CC 145._ Sluff fit: ititcribcll %, ith Ill..t!atr t.l' a,lttli,a:i..n and the rt.dr in r fist a. -or lhst lla:r- CI!iti.;n I:u I : t Il ri:3 t P.uiltl: ! Cad: NOTICE: Ln addition to the requirements of this pertnit, there stay be additional restrictions applicable to this propeny that eta\• he found in the public records of this county. and there way be additioaal pcmtit: required front other ¢oecnim:n:a! entities such as ""aiir manacement districts, state acencies. or federal agencies. acceptance of perttut is \'erificatiaa that I will notify the owner of the properry of the requirements of Flarid Licr. Law. FS 713. The City of Sanford requires payment of a plan re\ ieu' fee a: the time of permit submittal. A co, \ of the executed contract is required M order to calculate a plan re\iew charge znd will be considered the estimated construction value of the job at the time of su`vtnittal. The actual construction Value will be figured based ou the current ICC Valuation Table b; effect at the time the pertn:t is issued, in accordance with local ordhiance. Should calculated chnmts ftured off the executed ccmract exceed the 2;tt..?.l corStitC:ioi: credit gill be applied to your Fennit fees when the permit is issued. OWNER'S AFFIDAVIT: I Certify that all of the foregoing inforniarion is accurate and that all work %\•ill be done in compliance with all applicable laws regulating construction iAd_7Ani;lg. rc Jllrr:•.ie""e:::'i \one is Pcr:o ali- Kno-wn to M: or Produced ID 1 \pe of ID A" s oIxCommiin FF 1RALL 5017 tsF Expires November 9 2018 ffg,\4.•' tlonhetA,,,teyram .z.soo-asaoto i.0il•i. it M: C•i Pro. _teed ID Tye or ID BELOW IS FOR OFFICE USE O' LV hertilirs Required: Saiiaingg El,-xicni \1.CI1'_':iiC: i F''lt!t:ibi -en G2c Roof Construction Type: Occupancy Use: Total Sq Ft of Fulda: Min. Occupancy Load: Flood Zone: of Ctori;: New Construction: E• locale - - of :trips Plunibin_t - - of Pictures Fire Sprinkler Permit: Yez N\, = ol* hlea._'= APPROVALS: ZONING: ENGNEEMNG: COMMENTS: UML ITIB: FIRE: Firc :Varm Permit: Y ; Non WASTE VVATEF:: 1.,1.%ILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001867 Date 8/20/18 Application pin number . . . 304908 Property Address . . . . . . 4008 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-0620 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 298683 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 ORLANDO FL 32811 407) 257-6940 (407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2756.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071547 Permit pin number 1071547 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/20/18 Valuation . . . . 0 Expiration Date . . 2/16/19 Oty 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 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1122.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001867 Date 8/20/18 Property Address . . . . . . 4008 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-0620 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071547 Permit pin number 1071547 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 _/_/_ t DESCRIPTION AS FURNISHED: Lot 62, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation): Wlnderweedle, Haines, Ward & Woodman, PA: Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 5 PALMER'S SUSOMSION PLAT BOOK 2. PACE 41 S 0018'02" E / 60.00' J/ G 10' FENCE. ESMT. 28.93' 28.93' 34.94' LOT 62 ti 4`71 1 10.00' 22.7' 4 _ _ 10.00' 4 y to FORMBOARD FOUNDATION tr.. COapTOF. TOP OF FORM W Ca c -FORK AVERAWa, 27.23' p WLOT63NOmv"S LOT 61 W vi 15.3'— 10.00' 10.00' d25.20' 25.20' I - W URL. ESMT. S 00'16 59" E (a.a.) 60.00' SETBACKS AS FURNISHED NIGHT HERON DRI TIE25'(•) REAR : 20' SIDE 5' (.0' LOT) (50' PRIVATE R/W) 7.5' (60' LOT) 10' (75' LOT) ' SIDE STREET a 25' (80' & 75' LOT) q`•' •fi' ti 15' (40' Lon P) 25' FROM SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN AREA CALCULATIONS 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7.148 t SOUARE FEET PROPOSED - FINSHED SPOT CRAOE ELEVATIONS FLATWORK oN/OFF LOT - TOTAL t SOLURE FEET FlATWORK PER OPANAGE PLANS OWE 403/ 110- 5131 SQUARE FEET FOUNOATION/PAO 2.J59 i SOUARE FEET PROPOSED DRAINAGE FLOW 001 WALKS 28/ JDO- 328 t SQUARE FEET REAR PATIO 104 3 SQUARE FEET LOT CRAOINC TYPE A MOD SOO 4,151/ 250 4,401 t SOLIARf FEET FROM PORCH DECK 93 S SQUARE MET PROPOSED Fr PER PLANS - 27.2' POOL DECK N/A 3 SQUARE FEET AgIL FROM SIOEW.W( AND 51RER LOGIION TAKEN 'a0N F'uN5 MONOED BY dJEI/T NOT FIFJ.O VCRIIEO CRUSENMEYER-SCOTT & ASSOC.r INC. - LAND SURVE.YORL.S CAM - L[QM - L•I M. . POW am LLK 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 fAx (407)-658-1436 worm IP. - "Ma fir. 'at : MarIT 1(VQIL N/vAr11t 1, 1, L.edya a OaL7 M [YlRI1' nor na'Lon, tart nt srAM01aa6 Or MAC= gr'WN 1r W'Loom 0000 or 1a. . Llm 11n P= . 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SW R.LS / 4801 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: 9396970-1 Report Date- 8/6/2018 IS-186-7 In -Place Density Test Report Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing UES Technician: Alonzo Albert Date Tested: 08/06/2018 East Lake Mary Boulevard 8 Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: LOT 62 (4008 NIGHT HERON DR) Type of Test: Material Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pef) ptimum Moisture I Field Dry Density Pcf) Field Moisture 1%1 Soil Compaction 1%) Native Depth inch) Pass or Fail 1 SOUTH FOOTING 0-1 ft 106.8 10.6 102.9 7.3 96 N/A Pas: 2 WEST FOOTING 1-2 ft 106.8 10.6 104.8 7.5 98 N/A Pas: 3 EAST FOOTING 1-2 ft 106.8 10.6 103.2 8.0 97 N/A Pas: 4 NW side of pad ( TOF) 1-2 ft 106.8 10.6 105.7 8.3 99 N/A Pas! 5 1 SE side of pad ( TOF ) 2_3 ft 106.8 10.6 107.3 8.9 100 N/A Pas: Remarks: TOF=TOP OF FILL Tn nnMA/:nA n nw. A..nl nnwM•.Hnn M 1 /n:.•n apn nfnnM Mn O..A/:w an•1 n..wnA•nn nl1 n!.MA.. n•n n..A.w:Nwr1 ..n ..nnRannl:ol n.....n.h• ni n.. nl:nnM n•.•i n.dhnn+n{:nn