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2666 Flicker Cv 18-1858
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: April 30, 2018 BUILDING APPLICATION #: 18-10000409 Tff/Ioly`/, a,(Z BUILDING PERMIT NUMBER: 18-10000409 UNIT ADDRESS: FLICKER COVE 2666 17-20-31-502-0000-1220 1 -b 4 TRAFFIC20NE:022 JURISDICTION: OC J1 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2666 FLICKER COVE / WYNDHAM PRESERVESFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS- ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS - COLLECTORS N/A 1. 000 dwl unit 705.00 Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHQOLS 1. 000 dwl unit 54.00 CO - WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit 9,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT \V ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 11111111111111111111111111111111 till till Parcel ID Number: 17-20-31-502-0000- 1/ Z?i0 GRANT MALOYt SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER Prepared By Daphne Clark BK 9153 P9 165 (1P9s ) CLEandParkSquareHomesRECORDSK'S 4 6/ 18068003 2:' RECORDED 16/14/2i 1 -'..b:3Q I'I'i Return To: 5200 Vineland Road, Suite 200 RECORDING FEES $10.00 Orlando, FI 32811 RECORDED BY tsm i th NOTICE OF COMMENCEMENT. State of Florida. ._.. County of Seminole. Permit Number 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 Lz- Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 91, Page 93-102, of the public records of Seminole County, Florida. Address : 2" RlivC,, w, , 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, F132811 Telephone (407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, Fl 32811 Telephone (407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: Vishaai 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. O•P' CI'` 00.5 0. Notary Public a;. rP Mal _. Daphne Clark * vd G PN Ups All . My commission expires: 6/27/19C, f: Serial No. FF209109 Notary ignature: Notary seal• rot\E\0 C` Eo coMQcO N F LQu PS M\NO qa REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Arl rl rpec- E'CTRIC AL+PER1vIIT; Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Max Inspection Description 10F10Min PlumbingUnderground 20 Plumbing Tubset 1000 Plumbing Sewer 1000 Plumbing Final Y •'7 -1 :'tiL7lr .../'. :'• :1+', r'.Yfs+lrtf.. Jlil: .M CISMin Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 V r! /` CITY Of INSO PR 17 FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION 23113 Application No: Documented Construction Value: $ Z494?.2 dD Job Address: &W14 Auacr_ Cam& Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- ZZLO Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # IZZ— 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 Address: Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools61JJfurnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code c Revised: January I, 2018 Permit Application e5,- \ 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. 0-, Signature of Owner/Agent VISHAAL S GUPTA Print Owner/Agent's Name / Signature of Notaryate of Florida Date 1). A.WX MY CpfgAISSION f FF 209106 EXPIRES: June 27, 2019 y d gyded Itttn Budget NtdBY Seth Owner/ Agent is YES Personally Known to Me or Produced ID N AA Type of ID JA/ 1' Signature of Contractor/Agent Da VISHAAL S GUPTA Print Contractor/Age is e i;lk Signature of -State of Florida Date p,.}' 0 ' « MY WkWISSION t FF 209108 EXPIRES: June 27. 2019 A• ' d 1Mu gadget NM SO" WdContractor/ Agent is M Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2 Electrical Er Mechanical [a- Plumbing® Gas[] Roof Construction Type: Flood Zone: )(- 5 E-Mk, LTALAE-5) Total Sq Ft of Bldg: 2152-A4 Min. Occupancy Load: 12— # of Stories: 2-- V1?;- Occupancy Use: R-3 New Construction: Electric - # of Amps I!c Plumbing - # of Fixtures 12, Fire Sprinkler Permit: Yes No[" # of Heads APPROVALS: ZONING: 5 18 UTILITIES: ENGINEERING:" CC. 410 -lt FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 3-1. -1 *1- l^^P• 113o S,tndavlce -A. GrL- Fire Alarm Permit: Yes NOE WASTE WATER: BUILDING: ' 1-Z'I W Revised: January 1, 2018 Permit Application IfCITY OF Sk 40RD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATIONvr ly APPlicationNo: )e Documented Construction Value: $ Job Address: 244014 (R COP& Historic District: Yes NoF0 Parcel ID: 17-20-31-502-0000-12z0 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC 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 Name: Street: City, St, Zip: Bonding Company: N/A Address: State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: 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: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 0, &//,/. Signature of Owner/Agent VISHAAL S GUPTA Print Owner/Agent's Name Signature of Notaryto of Florida Date MY COWUSSION 1 FF 209109 EXPIRES: June 27.2019 u, ggged ItW Bridget NoCrY Serd Owner/ Agentt is YES Personally Known to Me or Produced ID N/A Type of ID JA/ 1' Signature of Contractor/Agent Da VISHAAL S GUPTA Print Contractor/Age is e Signature of -State of Florida Date fit' • * MY Colilsslog # FF 209108 EXPIRES: June 27, 2019 e. tiondedtkuBudgetNotarYSenlaf rterR Contractor/ Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: 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: 114 4 25 WASTEWATER: ENGINEERING: FIRE: COMMENTS: 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: 2666 Flicker Cove Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1220 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: E 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) OF CAI S O 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# 18-1858 Reviewed by: Michael Cash, CFM Date: April 30, 2018 0 CITY OF Application for Right -of -Way S,ORD Utilization Permit PLANNING B 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: Aerial Installation Underground Utilities Small Cell/Wireless Other ( describe): Directional Bore Jack & Bore Roadway open cut -single lane Roadway open cut —multi lane Co - location New pole Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submi Signature: Print Name: VISHAAL S GU PTA 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@PermitsPertnitsPermits.com Notice: It Is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and Indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the following email address: michael.cash0sanfordfl.aov I have read and undgf t"bove statement and by signing this applicati9n I agree to its terms. Signature: Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions': Date: / V//7AJ0_ Fee: Date: Date: Date: Date: 4-30 - 2.018 Date: SCPA Parcel View: 17-20-31-502-0000-1220 http://parceidetail.scpafl.org/ParcelDetail[nfo.aspx?PlD=17203 15020... ProgwEtX Record Card Parcel: 17-20-31-502-0000-1220 aa,.,asaau.rKwo,o. Property Address: 2666 FUCKER CV SANFORD. FL 32773 Parcel Information Value Summary Pared 17-20-31-502-0000-1220 -- v- - - -- Owner(e) PARK SQUARE ENTERPRISES LLC Property Address 2666 FLICKER CV SANFORD, FL 32773 Mailing 5200 MNELAND RD STE 100 ORLANDO, FL 32811-7658 ff Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD — I DOR Use Code 00-VACANT RESIDENTIAL I iI Exemptions_ 40 40 40 40 2 125 124 123 1J2 121 120 Cq N N fj N N M 40 I 40 1 40 I 40 1 40 1 41.80 Legal Description LOT 122 - IWYNDHAM PRESERVE PS 81 PGS 93.102 L_ — Taxes Taxing Authority — County General Fund Schools i City Sanford SJWM(Saint Johns Water Management) ICounty Bonds lAssessment Value Sales Description Date Book Page SPECIAL WARRANTY DEED 3/1/2018 02093 Q9$t 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 45,000 14,000 Land Value Ag Just/Market Value •• 45,000 14.000 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj 0 s0 P&G Adj s0 0 Assessed Value 45.000 14.000 Tax Amount without SOH: $266.00 I 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values 45,000 45,000 45.000 45.000 45.000 Taxable Value s0 45,000 s0 45.000 s0 45,000 s0 45.000 s0 45,000 ' Amount I Qualified Vadlmp 1,128.000 Yes— _ Vacant Find Comparable Sales Land I Method Frontage Depth Units Units Price Land Value iI LOT -------- ------------ — 1 --- $45,000.00 -- -- - $45.000_ 1 Building Information Permits Permit 0 Description Agency Amount CO Date Permit Date No Permits 1 I of 2 4/17/2018, 10:11 AM LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: Alison Perrotti, Anthony Perrotd, Janev Jahner, Allan Jahner, Gustav Botes, KarenMcAdams, EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 192Y, SUBDIVISION: k--Atvm ADDRESS: A ffze& PARCEL ID : %,_ 7-6a r .,1 720 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument waspeknoylledged before me this: DATE: BY: VIdbAAAL t GUPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. t NAME: D.A.Clark a 20 9 My Commission # FF209108 #Wk* My Commission Expires 6127119 i' j•• e NOTARY: SIGNATURE OF NOTARY: « i. LA_ l) c0i'y FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 122 Sundance A LHG - S Builder Name: Park Square Homes Street: 2666 Flicker Cove Permit Office: Cit of Sanford State, Zip: Sanford , FL, Permit Number: 1 8 - 18 5Owner: USANFORDCity, Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2335.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1197.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 882.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1054.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1054.00 ft2 6. Conditioned floor area above grade (ft2) 1730 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft 7. Windows(181.0 sqft.) Description Area a. Sup: Attic, Rot: Attic, AH: 2nd Floor 6 346 a. U-Factor: Dbl, U-0.55 105.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 12.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.475 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1730.0 sgft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 756.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 676.00 ft2 None c. other (see details) R= 298.00 ft2 15. Credits Pstat Glass/Floor Area: 0.105 Total Proposed Modified Loads: 55.06 PASSTotalBaselineLoads: 57.92 I hereby certify that the plans and specifications covered by Review of the plans and 11 Srgr this calculation are in compliance with the Florida Energy specifications covered by this 0, Code. Olgliallysigned byLeandro calculation indicates compliance y4`,N,'ry Leandro Fuentes Fuentes Date: 2018.033017.101644W' with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for 0 compliance with Section 553.908 1 hereby certify that this building, as designed, i ' compliance Florida Statutes. with the Florida Energy Code. 00 OWNER/ AGENT BUILDING OFFICIAL: DATE:# 14 DATE: % - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 3/ 30/2018 5:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 122 Sundance A LHG - S Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 1730 Lot # 122 Owner Name: Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: Park Square Homes Rotate Angle: 0 Street: 2666 Flicker Cove Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1730 15796.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 756 7030.8 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 974 8766 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- -.-- 108 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- .... 190 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 94.5 ft 0 756 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- -_-_ 676 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1179 112 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1054 fl2 N N 3/30/2018 5:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1054 ft2 0.1 Wood WALLS Adjacent SpaceSP Cavity Width Height Sheathing Framing Solar Below it mt To Wai_,l?ype R-Vahle Ft InEtIn A Pa R-Value-Eraction-Absor Grade 1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 31 0 9 4 289.3 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 9 0 9 4 84.0 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 24 6 9 4 228.7 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 27 6 9 4 256.7 ft2 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1 st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang J # Omt 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 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 2 n 2 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 12 ft 0 in Drapes/blinds None 3 n 2 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 8 It 0 in 1 ft 0 in None None 4 e 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 Ito in Drapes/blinds None 5 e 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 12 ft 0 in Drapes/blinds None 6 s 5 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 7 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 I12 1 It 0 in 1 ft 0 in Drapes/blinds None 8 W 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 439 ft2 439 ft2 54 It 9.3 It 1 3/ 30/2018 5:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 1843 101.18 190.28 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 DUCTS Supply ---- v # Location R-Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 346 ft2 Attic 86.5 ft2 Prop. Leak Free 2nd Floor --- cfm 51.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cooling( Jan Feb [ Mar Heatin[X} Jan lX] Feb [X] Mar Venting[ 1 Jan [ 1] Feb [X1] Mar Ceiling Fans: Apr May [Xj Jun Jul AugSe j jfAprfMay [ ]Jun 11 Jul 11Au11 Sep 1 ] x] Apr [ May [ 1 Jun Jul Aug Se [Xl Oct Nov Oct Nov Oct HNov Dec Dec Dec 3/30/2018 5:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 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 3/30/2018 5:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods AOORESS: 2666 Flicker Cove 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 cans to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, -if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageMlindows, 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. 3/30/2018 5:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the 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 105OF (41 °C) or below 551F (13"C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/30/2018 5:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6111 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 'A 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 100IF to 140IF (38'C to 601C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal, and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/30/2018 5:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50IF (10`C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception- Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/30/2018 5:04 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. 3/30/2018 5:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U-0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2666 Flicker Cove, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1197.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 882.00 ft2 1 c. Frame - Wood, Adjacent R=11.0 256.67 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1054.00 ft2 1730 b. N/A R. ft2 c. N/A R. ft2 Area 11. Ducts R ft2 105.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 12.00 ft2 a. Central Unit 34.8 SEERA6.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R. ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 33.0 HSPF:9.00 3.475 ft. 0.233 Area 14. Hot water systems 756.00 ft2 a. Electric Cap: 50 gallons EF: 0.9 676.00 ft2 b. Conservation features 298.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise a n EPL Display Card will be completed based on installed Code compliant f Builder Signature: Date: Address of New Home: 2Z6 6 City/FL Zip: All, i/IJ 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. 3/30/2018 5:04 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 122 Sundance A LHG - S Builder Name: Park Square Homes Street: 2666 Flicker Cove Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and 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 comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Bs. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hah*nd p4pdnn 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. 3/30/2018 5:04 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Pro ect Summa Jab: Sundance ALHG wrightsoft• ry Data: 02/27/2018 Entire House By. I-PRINC/AT/MC/LF One Stop Cooling and Heating 7225 Sardscove Cotn Wirier Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwAreSlopCoolra,00m License: CAC032444 For: Park Square Homes Notes: Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 F Design TO 26 OF Design TO 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17390 Btuh Structure 17990 Btuh Ducts 2364 Btuh Ducts 6764 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh ping h E load 19753 Btuh Use manufacturers data n Rate/swinngg multiplier Equipmenq load 0.97 24110 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3142 Btuh Ducts 1380Centralvent (0 cfm) BBtuh Heatln Cooling none) BtuhArea (ft 1794 1794 Equipment latent load 4523 Volume (03) 16368 16368 Air changesw lour 0.50 0.26 Equipment Total Load (Sen+Lat) SHR 28633 2.7 Btuh Equiv. AVF (din) 136 71 Req. total capacity at 0.75 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Trade TRANE Model 4TWR6036H1 AHRI ref 7562981 Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 `F 9 HSPF 33000 8tuh @ 47°F 0 OF 0 cfm 0 cfm/Btuh 0.50 in H2O Make Trane Trade TRANE Cond 4TW R6036H 1 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13.0 EER,16 SEER 26100 8700 34801000 0.047 0.50 0.85 BBtuh Btuh cfm dmBtuh in H2O Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Of&- wrightsoft' 2018-Mar-3016 7:16 w- Rigtt-SLiMOUriversal2018 18.0.11 RSU23249 Page 1 onoeslaopX EMPNLoI 122 Sudarne ALH13 - S.np Calc. MA Horse laces: S wrighttsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coto. Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg com License: CAC032444 Job: Sundance ALHG Date: 02/27/2018 By: LF/RINVAT/MVLF 1 Room name Endre HaimFOY 2 Eosed well 2275 8 5A R 3 Room height 9.1 8 d 93 ft heaV000l 4 Room dimensions 55 x 165 8 5 Room area 1793.8 fP 90A fF Ty number on U-value BaJW' F) Or HTM Area (IF) or perimeter (11) Load Bath) Area (( F) or perimeter (11) Load BUh) Heat Cool Gross NIPIS Heat Cool Gross NAS Heat Cool 6 W C 1213• 09v 485. 21m 13A- 40rs 0. 097 0. 540 0. 143 n n n 253 14. 09 3. 73 2. 82 13. 67 2. 90 329 4 288 325 0 284 822 56 1061 914 55 am 0 0 0 0 0 0 0 0 0 0 0 0 11 485. 21nn 12B• 09w 0540 0. 097 n a 14. 09 253 13. 67 2. 82 4 270 0 240 56 608 55 676 0 0 0 0 0 0 0 0 yflam; 4A5.2om 13A- 4ors 1100 05W 0. 143 03W a a a 1435 3. 73 10. 18 27. 44 2. 90 1227 30 84 24 0 60 24 431 223 244 823 173 294 0 47 24 0 23 24 0 84 244 0 65 294 yl L-- D yl G 128. Osw 4A5. 2om 4B5. 2fm 13AAOM 128. O.wv 4A5. 2om 13A- 400s 4AS- 20M 4A5. 2omd 12C- 09w 0. 097 0550 0540 0. 143 0. 097 0550 0. 143 0550 0580 0. 091 s s s s w w w w w 253 1435 14. 09 3. 73 2. 53 14. 35 3. 73 1435 1514 238 2. 82 13. 54 13. 67 2. 90 2E2 27. 44 2. 90 27. 44 21. 44 151 329 15 4 228 270 30 279 30 64 256 310 13 4 228 240 0 185 0 45 234 784 215 56 850 608 431 690 431 969 557 872 203 55 660 676 823 536 823 1372 353 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 77 0 0 0 0 0 0 0 0 0 49 I-- G W yl I-- G vj f' 1C R 11 DO 168. 30ad 03M 0. 032 n 10.18 0. 84 1227 1. 76 21 1046 21 1046 217 873 262 1838 0 0 0 0 0 0 0 0 0 C F F 19A- Obsop 19C- 190301) 0295 0. 049 229 0. 44 2. 04 031 108 189 108 189 312 84 220 59 0 0 0 0 0 0 0 0 F 22A•Ipm 1.180 30.80 0.00 748 95 2910 0 91 5 154 0 61 c) AED excursion 1372 1 •17 Erwalope loss/gain 13488 13939 560 392 12 a) hlfittration b) Room venfiladan 3901 0 1430 0 87 0 32 0 13 Internal gains: Ooocupants@ 230 4 920 0 0 Applianoesbdter 1700 0 Subtotal ( lirm6 b 13) 17390 17990 647 424 LesseAemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 647 424 14 Subbtel 17390 179M 0 0 15 Dudloads1 140/6 38% 2364 6764 14% 439/6 01 0 Total room load 19753 24754 0 0 Air required (dm) 0 1160 0 0 CalCulabons approved byACCA to meet all requirements of Manual J 8th Ed. fw wrsga+tao*t- 2018-Mar-301637:16 Rigtt- SuleSUriversal20l8 l8.0.Il FtSL)23249 Page 1 oADe" p\TEMPILot 122 Sudarne A LHG • S.np Calc - M18 House faces S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court W irter Parr FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: ~OreStopCoolirg aom License: CAC032444 Job: Sundance A LHG Data: 02/27/2018 By. LF/RI/MC/AT/MC/LF 1 Room name OATH STR1 2 Fwall 37.0 ft 225 ft 3 Room height 93 ft heaUbool 93 ft heaUmd 4 5 Room dimensons Room area 1. 0 x 2313 ft 2313 IP 4. 0 x 185 It 74D IF Ty Constrwon U-value Or HTM Area (IF) Load Area (W) Load number FhuhlIF-f) I or perimeter (ft) Bluh) or perimeter (ft) BUh) Heat Cod Grote NAS Heat Cod Gross NAS Heat Cod 6 yl 12B-09w 0.097 n 253 2.82 0 0 0 0 0 0 0 0 I-- l; 485.21m 13A- 40rs 0540 0. 143 n n 14. 09 3. 73 13. 67 2. 90 0 116 0 116 0 434 0 337 0 172 0 168 0 627 0 487 t-C 46S2hn 0.540 n 14.09 13.67 0 0 0 0 4 0 56 55 11 12B-osw 0.097 a 2.53 292 0 0 0 0 0 0 0 0 C 4A5.2om 13A- 4or5 11130 0550 0. 143 0390 a a a 1435 3. 73 10. 18 27. 44 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 37 0 0 139 0 0 108 0 yl D Vy 12B-09w 0.097 s 253 2.82 0 0 0 0 0 0 0 0 I-- li 4A5.2om 0550 s 1435 1354 0 0 0 0 0 0 0 0 L- l; W 4B5. 21n 13A- 40M 0540 0. 143 s s 14. 09 3. 73 13. 67 2. 90 0 74 0 74 0 278 0 215 0 0 0 0 0 0 0 0 v 128.O9N 0.097 w 253 2.82 0 0 0 0 0 0 0 0 G 4A5.2om 13A- 4or5 0550 0. 143 w w 1435 3. 73 27. 44 2. 90 0 153 0 123 0 461 0 357 0 0 0 0 0 0 0 0 VjlG 4A5.2om 4A5. 2omd 12C• Osw 055o 058o 0. 091 w w 1435 15. 14 238 27. 44 21. 44 151 30 0 0 0 0 0 431 0 0 823 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G R u D0 03M n 10.18 7 0 0 0 0 0 0 0 0 0C I6&30ad 01M 0.84 1.76 0 0 0 0 0 0 0 0 F 19A4asM 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-1909M 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A.Ipm 1.180 30,80 0.00 231 37 1140 0 74 23 693 0 61 c) AED excursion 1 270 30 ErWopelosston 2742 2003 Isis 619 12 a) Infiltration 647 237 393 144 b) Room venfilallon 0 0 0 0 13 Internal gains: t]arrpants@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal ( lines 6 to 13) 13389 2240 1909 763 Less cdemal load 0 0 0 0 Low transfer 0 0 0 0 Redlslribution 2096 886 1909 763 14 Subtotal 5485 3126 0 0 15 Dud loads 14 43% 772 1352 14% 43% 0 0 Total room load 6257 4478 0 0 Air required (rim) I 1 0 210 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f wrtghtmolt- 2018-Mar-301627:16 Right- SuteSI.Mversal 201818.0.11 RSLI23249 Pape 2 oADesleopXTEMPILot 122 S Wane A LHG - S r p Cale - M18 Horse tapes: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cott, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg oom Uaerse: CAC032444 Job: Sundance ALHG Date: 02/27/2018 By: LF/RUMC/AT/MGLF 1 Room name Kfr DIN 2 EVosed wall 0 ft 265 ft 3 Room height 93 ft heatfaod 93 ft hembod 4 5 Room dmertsiorts Room area 1.0 x 183.4 ft 183.4 IF 1.0 x 1426 ft 1426 fF Ty Corafiktion U-value Cr HTM Area ((F) Load Area (W) Load number B6rwf) Blu or perimeter (0) BWh) or perimeter (ft) Btuh) Heal Cod Grass NAS Heat Cod Grassi NAS Heat Cod 6 W 12&09N 0.097 n 253 2.82 0 0 0 0 0 0 0 0 G 4B5.2hn 13A•40rs 0540 0.143 n n 14.09 3.73 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-G 11 465.21rn 12&096v 0540 0.097 n a 14.09 253 13.67 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 11 DO 0550 0.143 0390 a a a 1435 3.73 10.18 27.44 2aO 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILO13A-40CS 12&096v 4A5 tom 0.097 0550 s s 253 1435 2.82 1354 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W yl 485.2ftn 13AAots 12&0sw 0540 0.143 0.097 s s w 14J19 3.73 253 1367 2.90 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0 121 0 0 451 0 0 350 0 I G 4A5.2om 13A-40rs 0550 0.143 w w 14.35 3.73 27.44 2.90 0 0 0 0 0 0 0 0 0 126 0 62 0 230 0 178 4/A5.2om 4A5.2omd 12C•Osw 0550 0580 OD91 w w 1435 15.14 238 27.44 21.44 151 0 0 191 0 0 169 0 0 402 0 0 255 0 64 0 0 45 0 0 969 0 0 1372 0 2 R 1100 16B-30ad 0390 0.032 n 10.18 0.84 1227 1.76 21 0 21 0 217 0 262 0 0 0 0 0 0 0 0 0 L-0 C IF19A-Obsop 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19rsoa 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30,80 0.00 183 0 0 0 143 27 816 0 61 c) AED excursion 65 1076 Envelope low/gain 619 452 2466 2977 12 a) Infilmon 0 0 463 170 b) Room vendI;-Ww 0 0 0 0 13 Inlemalgains: Occupants@ 230 0 0 0 0 Appliarmsttw 1200 0 Subtotal (lines 6 b 13) 619 1652 2929 3147 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 460 301 0 0 14 Subtotal 1079 1953 2929 3147 15 Dud load, 14% 43% 152 845 14% 43% 412 1361 Total room bad 1231 2797 3341 4&A Air required (rim) 0 131 0 211 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlga+taotft- 2018-Mar-301637:16 Right-Sute®Uriversa1201818.0.11 RSU23249 Page 3 or10e5dop\TRMMol122SudarseALHG -Snp Cale-MJB Houesfaces: S wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsmve Coot, Wider Park FL 32792 None: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCoolirg mm Uoeme: CAO032444 Job: Sluldance ALHG Date: 02/27/2018 By. LF/RUMC/AT/MC/LF 1 Room name POW WED 2 E*osad well 35 11 27.0 If 3 Room height 93 It heaNmol 90 It heaNmd 4 5 Room dimertsons Room area 75 x 35 fl 263 fF 145 x 125 h 1813 fF Ty Construmon dumber U-value Bluwf) Or HTM BUMM Area (fF) or perimeter (A) Load Bluh) Area (1) or perimeter (A) Load Btuh) Heat Cod Gross INIP/S Heat Cod Gross NAS Heat Cod 6 t128.09N mil' 485.21n 13A-4ors OD97 0.540 0.143 n n n 253 14.09 3.73 2.82 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 113 0 0 113 0 0 285 0 0 317 0 0yl l-a 485.21M 0540 n 14.09 13.67 0 0 0 0 0 0 0 0 y! 11 12B-(kw 0.097 a 253 2.82 0 0 0 0 0 0 0 0 G 4A5.2om 0550 a 1435 27.44 0 0 0 0 0 0 0 0 yI 13A-4ors 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0390 a 10.18 1227 0 0 0 0 0 0 0 0D 128.09n OD97 s 253 2.82 0 0 0 0 0 0 0 0 4AS2om 0550 s 1435 13.54 0 0 0 0 0 0 0 0 W 485.21m 13A-4005 0540 0.143 s s 14.09 3.73 13.67 2.90 0 33 0 33 0 121 0 94 0 0 0 0 0 0 0 0 Vy 12B-09N 0.097 w 253 2.82 0 0 0 0 131 101 254 283 t--G 4A5.2om 13A-40Cs 05W 0.143 w w 1435 3.73 27.44 2.90 0 0 0 0 0 0 0 0 30 0 0 0 431 0 am 0Vjl l 4A5.2om 4A5-2omd 12C-09N 0550 0580 OD91 w w 1435 15.14 238 27.44 21.44 151 0 0 33 0 0 33 0 0 77 0 0 49 0 0 0 0 0 0 0 0 0 0 0 0 fi R 1-p 11 DO 02M n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad OD02 084 1.76 0 0 0 0 181 181 151 319 F 19A-Obscp 0295 2.89 204 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 26 4 108 0 0 0 0 0 61 c) AED exnuson 6 1 255 Envelope bw4*n 307 137 1121 1997 12 a) Infiltration 61 22 457 167 b) Room ventladon 0 0 0 0 13 hernalgains: Ooarpants@ 230 0 0 2 460 Appliancesbther 0 0 Subtotal (lines 6 b 13) 1 368 159 1578 2625 Less wismalload 0 0 0 0 Less Vardar 0 0 0 0 Redistribution 0 0 273 249 14 SltbiDW 368 159 1851 2874 15 Durlloads 1496 439A 52 69 13% I'M 240 939 ToW room load 420 228 2091 3813 Air required (dm) 1 0 11 1 0 VS Calailabons approved byACCA to meet all requirements of Manual J 8th Ed. wrr ghtnoft- 2018-Mar-301637:16 RIpH-Srite®Uriversa1201818.011 RSU23249 Page4 oeVesloop%TEMP%Lot 122 Surdaroe A LHG - S np Calc - MA Hose faces: S wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou1, Witter Park, A. 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: w w0reStopCoolirgoom Uoeree: CA0032444 Job: Sundance ALHG Date: 02/27/2018 By. LF/RUMC/AT/MC/LF 1 Room name MWIC fvtrOl 2 Enmsed well 85 I1 11.0 e 3 Room height 9.0 It heaUmol 9.0 It heaftol 4 5 Room dmensions Room area 1. 0 x 54A It 54A IP 7. 0 x 4.0 It 28. 0 IP Ty Consirudon number U- value BGrhA *) Or HTM Barhdls) Area ( fF) or perimeter (11) Load t3Uh) Area ( ItF) or perimeter (11) Load Bluh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 yI 12&Osw 4B5. 2hn 13A- 4009 0. 097 0540 0. 143 n n n 253 1409 3. 73 2. 82 13. 67 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 485. 2fM 128. 09w 0540 0. 097 n a 14. 09 2. 53 13. 67 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 13A- 4o6 11 DO 05M 0. 143 0. 3W a a a 14. 35 3. 73 10. 18 27. 44 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy O yyll G 12B- 09N 4A5. 2om 0. 097 0550 s s 253 14. 35 2. 82 13. 54 0 0 0 0 0 0 0 0 36 0 36 0 91 0 101 0 Ili W 485. 2fm 13A• 40rs 12B- 09ry 4A5. 2om 13A- 40cs 0540 1143 0. 097 0550 0. 143 s s w w w 14D9 3. 73 253 1435 3. 73 13. 67 2. 90 2. 82 27. 44 2. 90 0 0 77 0 0 0 0 77 0 0 0 0 194 0 0 0 0 216 0 0 0 0 63 0 0 0 0 63 0 0 0 0 159 0 0 0 0 178 0 0 4A5. 2om 4A5. 2omd 12C- 09w 0550 0580 0. 091 w w 1435 15. 14 238 27. 44 21. 44 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Rr-- 0 1100 168. 30ad 03M 0. 032 n 10.18 0. 84 1227 1. 76 0 55 0 55 0 46 0 96 0 28 0 28 0 23 0 49 CF 19A-UmM 0295 2.89 2.04 42 42 121 85 28 28 81 57 F 19C-190M 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Qxn 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED elaaurston 17 17 Enyelope to-bain 360 380 355 368 12 a) Infiltration b) Room ven5la6on 144 0 53 0 186 0 68 0 13 Iruemalgains: Ocarpaft@ 230 0 0 0 0 AppliancesbUler 01 1 0 Subtotal ( lines 6to 13) 504 433 541 436 LesseAemal load 0 0 0 0 Lessransler 0 0 0 0 Redistribufian 0 0 0 0 14 Subtotal 504 433 541 436 15 Dud loads 1 130/6 65 141 13% 33% 70 143 Total room bad 569 574 611 579 Air required (dm) 0 27 0 27 CalCulabons approved by ACCA to meet all requirements of Manual J 8th Ed. r- wrlghtnoTt' 2018-Mar-301637:16 FUpti- SuteOUriversal2018180.11 RSU23249 Pages oMesloop\ TEMP1Lot 122 Su darce A LHG - S.rp Calc - MI8 House laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool, Winter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOra topCoolirg com Lloerse: CAC032444 Job: SurbianceALHG Date: 02/27/2018 By. LF/RUMC/AT/MC/LF 1 Room name 1v6TH BED4 2 Ewell 6.0 fi 135 tr 3 Room height 9.0 11 heattool 9A fl heattod 4 5 Room dmensbns Room area 1. 0 x 935 6 935 W 1. 0 x 128.9 h 128. 9 W Ty Constrtd ion number U- value BtuhW-' F) Or HTM BbAM Area QF) or perimeter (A) Load Btuh) Area ( l) or perimeter (II) Load Ehuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 yI I-- r 12& 09N 485. 21rn 13A- 4ot5 0. 097 0540 0. 143 n n n 253 14. 09 3. 73 2, 82 13. 67 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl11 1--- G 485.21n 12& 09N 0540 0. 097 n a 14. 09 2. 53 13. 67 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 13A- 40 S 11 DO 0550 0. 143 0390 a a a 1435 3. 73 10. 18 27. 44 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 1-- D Vjl 12&05w 0.097 s 253 2.82 54 50 127 141 122 107 270 300 r 4AS-20M 0550 s 1435 13.54 0 0 0 0 15 13 215 203 W 485. 21n 13A- 40tS 0540 0. 143 5 s 14. 09 3. 73 13A7 2. 90 4 0 4 0 56 0 55 0 0 0 0 0 0 0 0 0 yl 12B-0sw 0.097 w 253 282 0 0 0 0 0 0 0 0 G 4A5-2om 13A- 40rs 0550 0. 143 w w 1435 3. 73 27. 44 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v t; 4A5-20m 05m w 1435 27.44 0 0 0 0 0 0 0 0 R 1- 0 4A5. 2omd 12C- 09w 0580 0. 091 w 15.14 238 21. 44 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613- 30ad 01m 0.84 1.76 94 94 78 164 129 129 108 227 F 19A- Obscp 0295 2.89 2.04 38 38 ill 78 0 0 0 0 F 19C• 19= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A• Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED exairson 18 1 1 •29 Envelope lossrgain 372 420 593 701 12 a) Infillrafion 101 37 228 84 b) Room venfilauon 0 0 0 0 13 Internal gains Occupants 230 0 0 0 0 Appliarmasictier 0 0 Subtotal (lines 6 In 13) 1473 457 821 784 Less external load 0 0 0 0 Low Vansler 0 0 0 0 Redistribution 7 14 19 39 14 Suftotal 480 471 840 823 15 Dud loads 1 139% 33% 62 154 13% 33%1 109 269 Total room bad I 542 625 949 1092 Air required ( dm) I 1 0 ml 0 51 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr ghtaoTt- 2018-Mar-301637:16 Right-Srite® Uriversal2018180.11 RSLI23249 Page or0esWAp%TEMPr1ot 122 SLrdarce A LHG - S.np Calc - ME Hotse laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Coun, Winter Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreStopCoolirg oom Lioeme. CAC032444 Job: Sundance ALHG Data: 02/27/2018 By. LF/RUMC/AT/MVLF 1 Room rame BTH LDRY 2 Exposed well O ft O ft 3 Room height 9.0 ft heatbool 9.0 ft heatbool 4 5 Room dimensions Room area 55 x 10.0 ft 55.0 (F 65 x 65 ft 423 IF Ty Coretrudon U-value Or HTM Area ((F) Load Area #F) Load number Bbjw.F) Btuh" or perimeter (ft) BWh) or perimeter (ft) Bbih) Heat cool Cross N/P/S Heat cool Grass NAS Heat trod 6 yf mil' 12B-0sw 4B5.2hn 13A-40rs 0.097 0510 0.143 n n n 253 14.09 3.73 2,82 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 485.21n 1213-09w 0540 0.097 n a 1409 253 1167 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2om 13A-4005 IIDO 0550 0. 143 02M a a a 1435 3. 73 10. 18 27. 44 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-D Val G 128. Osw 4A5. 2om 0. 097 0550 s s 253 1435 2. 82 1354 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- G W yI t-0 4Brr2hn 13A- 40cs 128. 09w 0540 0. 143 0. 097 s s w 14. 09 3. 73 253 13. 67 2. 90 2. 820 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 13A- 40CS 0550 0. 143 w w 1435 3. 73 27. 44 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2om 4A5. 20md 12C- 096v 0550 0580 OD91 w w 1435 15. 14 238 27. 44 21. 44 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RL- p 11100 168. 30ad 0390 0032 n 10.18 034 1227 1. 76 0 55 0 55 0 46 0 97 0 42 0 42 0 35 0 74 cF 19A-Obscp 0295 229 2.04 0 0 0 0 0 0 0 0 F 19C-190= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 4 1 .22 Envelope losstain 46 93 35 53 12 a) liftration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Omlpants@ 230 0 0 0 0 Applianoesbtw 0 500 Subtotel ( lines 6 b 13) 46 93 35 553 Less eAerralload 0 0 0 0 Lesstrans( er 0 0 0 0 Redistribution 26 52 437 390 14 Subtotal 72 145 472 943 15 Duct loads 13% 33% 9 47 13% I 61 308 ToW room bad 81 193 533 1251 Air required (dm) 0 9 0 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtr9oT!- 2018-Mar-301637:16 Rgh- Sti"Uriversal 2018 18.0.11 RSU23249 Page l oe0eslmop\ TEMP%Lot 122 Surdanoe A LHG - S.np Calc - MA House tapes: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot. Winter Pads, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg com License: CAC032444 Job: Sundance A LHG Date: 02/27/2018 By. LF/RI/MC/AT/MC/LF 1 Room name STR2 2 Exposed well 225 ft 0 ft 3 Room height 9.0 If heatktool 9.0 ft haatioocl 4 Room dimensions 4A x 18S If 65 x 3S It 5 Room area 74.0 fF 22A tF Ty Constnxtion number U-value Bbjwf) Or HTM BWFNF) Area QF) or perimeter (ft) Load 8Wh) Area (1F) or perimeter (ft) Load Bbih) Heat Cool Gross MRS Heat Cool Gross NAS Heat Cool 6 4 l 128.09w 0.097 n 2S3 2.82 167 163 411 458 0 0 0 0 G 485-0m 0.540 n 14.09 13.67 4 0 56 55 0 0 0 0 yl L--G 13A-40f5 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 485.2hn OS40 n 14.09 13.67 0 0 0 0 0 0 0 0 y G 11 128.09w 0.097 a 253 2.82 36 36 91 101 0 0 0 0 4A5.2om OSM a 1435 27.44 0 0 0 0 0 0 0 0 Vy 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 L-D IIDO 03M a 10.18 1227 0 0 0 0 0 0 0 0 yI 1213•09w 0.097 s 2S3 2.82 0 0 0 0 0 0 0 0 E- 1 4A5.2tun ONW s 1435 1354 0 0 0 0 0 0 0 0 C W 485. 21rn 13A- 40c4 0540 0. 143 s s 14. 09 3. 73 13. 67 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 1213-09N 0.097 w 253 2.820 0 0 0 0 0 0 0 I- 6 4A5.2om OS50 w1435 27.44 0 0 0 0 0 0 0 0 yl 13A- 40cs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4AS-2om OS50 w 1435 27.44 0 0 0 0 0 0 0 0 II_-((` 4A5-2omd OS80 w 15.14 21.44 0 0 0 0 0 0 0 0 R I___ p 12C-09N OD91 238 151 0 0 0 0 0 0 0 0 11 DO 03W n 10.18 1227 0 0 0 0 0 0 0 0 C 1613- 30ad 0.032 0.84 1.76 74 74 62 130 23 23 19 40 F 19A• Obsg1 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C- 19fscp O.049 0.44 031 0 0 0 0 0 0 0 0 F 22A- Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 33 1 2 Envelope bsstain 621 711 19 38 12 a) Infiltration 381 140 0 0 b) Room venblation 0 0 0 0 13 Internal gains Ooa pants@ 230 0 0 0 0 Appliarloesbther 0 0 Subtotal (lines 6lo 13) 1001 850 19 38 Less external load 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 1001 850 19 38 14 Sub! 0121 0 0 0 0 15 Dud loads 1 13% 33% 0 0 13% 0 0 Total room load 0 0 0 0 Air required ( clm) 0 01 1 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f}f wrtghtBoft- 2018-Mar-301637:16 Rght-Sute® Universal 201818.0.11 RSLI23249 Page orlDeslooplTEMPtot 122 Sudarce ALHG - S.np Calc= MM Horse faces: S wrightsoffr Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cato, W irter Park A. 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg com License' CAC032444 Job: Sundance A LHG Data: 02/27/2018 By. LF/Rl/MC/AT/MC/LF 1 Room name WIC2 BED2 2 3 Exposed well Room height 50 4 9.0 fl heaftol 16.0 i1 9.0 8 heat/000l 4 5 Room dimensions Room area 5.0 x 5.0 0 25.0 iP 105 x 105 R 1103 IF Ty Construo9on U-value Or HTM Area OF) Load Area (6F) Load number BkjW-F) or perimeter (11) BWh) or perimeter (t) Bluh) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cool 6 11 t12&O9w 486.2hn 13A•400s 485.21n 12B-09w 4A5.2om 13AAocs 11D0 12B-09w 4A5-20m 4B5.2Im 13A-40cs 12B•O9w 4A5-2txn 13A-flocs 4A5-tom 4A5-2omd 12C-Osw 0.097 0540 0.143 0540 0.097 0550 0.143 03% 0.097 0550 0540 0.143 0.097 O.&W 0.143 0550 0580 0.091 n n n n a a a a s s s s w w w w w 253 14.09 3.73 14.09 2.53 1435 3.73 10.18 253 1435 14.09 3.73 253 1435 3.73 1435 15.14 238 2.82 13.67 2.90 13.67 2.82 27.44 2.90 1227 2,82 1354 13.67 2.90 2.82 27.44 2.90 27.44 21.44 1.51 0 0 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 114 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 127 0 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 0 95 15 0 0 0 0 0 0 0 0 0 0 0 0 50 0 0 0 80 0 0 0 0 0 0 0 0 0 0 0 0 0 125 0 0 0 201 215 0 0 0 0 0 0 0 0 0 0 0 0 139 0 0 0 224 412 0 0 0 0 0 0 0 0 0 0 0 0 1 yl L--C yl L- G v L_D W Vjl G R 11130 168.30ad 19A-Obscp 19C-19092a 22A-1pm 0390 0.032 0295 0.049 1.180 n 10.18 0.84 229 0.44 30,80 1227 1.76 2.04 031 ODD 0 25 0 0 0 0 25 0 0 0 0 21 0 0 0 0 44 0 0 0 0 110 0 88 0 0 110 0 88 0 0 92 0 39 0 0 194 0 27 0 0 C F F F 61 d AED excursion 8 1 1 28 Envelope lossion 135 163 673 1024 12 a) Infiltration 85 31 271 99 b) Room ventilation 0 0 0 0 13 Internal gains Oolpartts@ 230 0 0 1 230 Applianceablher 1 0 0 Subtotal (lines6 b 13) 219 194 944 1353 Lem external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Dud loads 1 13% 33% 0 329 548 71 0 286 480 157 13% 33% 0 7 950 123 0 13 1367 447 Total room bad Air required (dim) I I 619 1 0 637 30 1 1073 1 0 1813 65 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nnwrlghte- 2018-Mar-301607:16 Righ-Sute®Uriversal 2018 18 0.11 RSU23249 Page 9 oADesloop%TEMF1Lo1122 Swelance A LHG - S.r p Calc - M18 House faces: S f F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Witter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCoolirg.00m Uoerse: CACM2444 Job: Sundance A LMG Date: 02/27/2018 By. LF/RI/MC/AT/MC/LF 1 Room name BED3 HALL 2 En)Osad well 235 8 0 8 3 Room height 9.0 n heatbool 9.0 n heatknol 4 5 Room dmensions Room area 1 D x 127b 8 127.8 W 1 D x 102.1 8 1021 (F Ty Construdon number U•value BGjwcF) Or HTM Ehumm Area (" or perimeter (II) Load Btuh) Area ((F) or perimeter (8) Load Btuh) Heat Cod Cross NIPS Heat Cool Grass NAS Heat Cod 6 Vy 12B-09w 4Br21m 13A-4005 OD97 0540 0.143 n n n 253 14D9 3.73 2.82 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-G0 11 485.21m 1284)9N 0540 OD97 n a 1409 253 13.67 2.82 0 95 0 80 0 201 0 224 0 0 0 0 0 0 O 0VL.G 4A5.2om 13A-40rs 1100 o550 0.143 03M a a a 1435 3.73 10.18 27.44 2.90 1227 15 0 0 0 0 0 215 0 0 412 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy L-D 128-09w 4AS-2om 0.097 0550 s s 253 1435 2.82 1354 117 0 117 0 298 0 330 0 0 0 0 0 0 0 0 0 W 465.2m 13A-40ts 12B&09w 0.540 0.143 0.097 s s w 14D9 3.73 253 13.67 2.90 2S2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 13A-40rs 0550 0.143 w w 1435 3.73 27.44 2.90 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5.2omd 12C-09N 0550 OSM 0.091 w w 1435 15.14 238 27.44 21.44 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CGG R 1-0 IIDO 168. 30ad 02M 0. 032 n 10.18 O. B4 1227 1. 76 0 128 0 128 0 107 0 225 0 102 0 102 0 85 0 180 CF 19A-Obt p 0295 2B9 2.04 0 0 0 0 0 0 0 0 F 19C-1909op 0.049 0." 031 102 102 45 32 0 0 0 0 F 22A•Ipm 1.180 30BO ODO 0 0 0 0 0 0 0 0 6 c) AED wcursion 17 7 Envelope bsslgain 865 1239 85 173 12 a) kditbon 397 146 0 0 b) Room werltilafion 0 0 0 0 13 Irdemalgairm Oaupam@ 230 1 230 0 0 Appliartoes4other 0 0 Subtotal ( lines 6b 13) 1262 1615 85 173 Less wdsmal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 17 85 173 14 Subtotal 1270 1632 0 0 15 Dud loads 13% 33% 165 533 13% 33% 0 0 Total room bad 1435 2165 0 0 Air required (dm) I 1 0 101 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 04 - wrla c3.t!' 2018-Mar-301637:16 Right- Sule®Unversal201818.0.11 RS1123249 Page 10 oMesldop% TEMP\LoI 122 Surdarne A LHG - S.np Calc - MJ8 House faces: S Ra tetidFPitatcPressureandae Job: SwdanceALHG wrightsoft• SData: 02/27/2018 Entire House By. LF/RINVAT/MOLF One Stop Cooling and Heating 7225 Sandscove rout, Winter ParK FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOreStopCootirg corn License: CAC032444 Project• • For: Park Square Homes Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total Effective Length Supply Return it) ft) Measured length of run -out 16 0 Measured length of trunk 33 12 Equivalent length of fittings 150 45 Total length 199 57 Total effective length 256 Supply Duds Return Duds supply Return Friction Rate Heating in/ 100ft) 0. 133 OK 0. 133 OK Cooling in/ 100ft) 0. 133 OK 0. 133 OK 4X-- 35, 11 A=20, 11 G=5,11 G=5,11 A=20,11 G=5,11 M=20,11 G=5,1 A--35: TotalEL=150 6M= 20, 6A1=10, 5E1=10,11 Gam: TotalEL-45 wrightsoft- Right- SJte®Uriversal2018180.11 RSLI23249 Geoesldop\ TEMPUI 122 Sudance A LHG - S.rW Cale a MJ8 Home tapes: S 2018- Mar-301697:17 Page 1 wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Cool, Wirier Park FL 32792 Phore (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwworeStopCoolirg.com License: CA0032444 For: External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.264 / 0.076 in H2O 0.133 in/100ft 0 ofm 256 Jib: Sundance ALHG Date: 02/27/2018 By. LF/RI/MC/AT/MC/LF Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.264 / 0.076 in H2O 0.133 in/100ft 1160 cfm Name Design 13tuh) Htg cfm) Clg drn) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (it) Trunk BEO2 c 1813 0 85 0.142 6.0 Ox 0 VIFx 41.5 145.0 s14 8ED3 C 2165 0 101 0.151 7.0 Ox 0 VIFx 34.8 140.0 st4 BE04 C 1092 0 51 0.176 6.0 Ox 0 VIFx 25.0 125.0 st3 BTM C 193 0 9 0.178 4.0 Ox 0 VI Fx 29.0 120.0 st3 DW C 4508 0 211 0.140 8.0 Ox 0 VIFx 48.3 140.0 st2 GATH c 4478 0 210 0.147 8.0 Ox 0 VIFx 39.8 140.0 st2 Kfr c 2797 0 131 0.147 7.0 Ox 0 VIFx 40.3 140.0 st2 LDR' c 1251 0 59 0.169 5.0 Ox 0 VIFx 36.4 120.0 st3 MBED c 3813 0 179 0.164 8.0 Ox 0 VIFx 36.7 125.0 st3 8TH c 625 0 29 0.169 4.0 Ox 0 VIFx 31.1 125.0 st3 MrOI c 579 0 27 0.169 4.0 Ox 0 VIFx 36.1 120.0 st3 MWIC c 574 0 27 0.169 4.0 Ox 0 VIFx 31.9 125.0 st3 POW c 228 0 11 0.147 4.0 Ox 0 VIFx 45.3 135.0 st2 WIC2 C 637 0 30 0.133 4.0 Ox0 MFx 48.8 150.0 s14 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Orn) cfm) FR fpm) in) in) Material Trunk st4 PeakAVF 0 216 0.133 490 9.0 0 x 0 VinlFlx st3 st1 PeakAVF 0 1160 0.133 656 18.0 0 x 0 MnlFlx st2 PeakAVF 0 563 0.140 717 12.0 0 x 0 VinlFlx st1 st3 PeakAVF 0 597 0.133 559 14.0 0 x 0 MnlFlx SO wrightsoft' 2018-Mar•30 1627:17 W • .... .-, -.. Right-SUte®Uriversal 2018 18 011 RSU23249 Page t or\ DesWnp\TEMPrLo1122 Sudarce A LHG - Sap Calc - MA Horse (aces, S Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matt Trunk rb2 Ox 0 0 236 50.3 0.150 534 9.0 Ox 0 VIFx rt2 rb1 Ox 0 0 924 56.8 0.133 662 16.0 Ox 0 VIFx rt2 Return Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk r12 PeakAVF 0 1160 0.133 656 18.0 0 x 0 VnIFIX A& wrightsoft- Rigtt-Sdte®Uriversal201818011 RSU23249 AM...orIDesWop\TEMPNLo1122SudanoeALHG - S.np Calc-M18 Howe faces: S 2018-Mar-30 1637.17 Page 2 EF1 VTW Job #: Lot 122 Sundance A LHG - S Performed by LF/Fd/MCAT for: Park Square HMM Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandsoove Court Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStop(bohgcom Scale:1 : 57 PagCorrdorlfbyWVftoff 18.0.07 FSL130040 2018Jan3010:44:45 Surdarcd Srrdance A LHG - M.rup Level 2 278XX1rt14 EFI VTR MBEDMTOI 7Ic4" 4g q EF1 VTR 27 afrrt 10X10 Ke 8X4 179 cfrn ctm 8" 4" T 9" BEN HALL _ 6 8X4 g" 9cim WWAQ 59cfm 18" 51 cfm 10X6 10 0 5" EFI VTR LDRY 14 " STR2 14x14 18" t Sup 12" WIC2 12" 7" OM 30 cfhn 101 chn 0 x 10 " 85 can 8X4 I OX8 10 x 10 10X6 BEDt3 BED2 EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 =110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase Condensate O= Thermostat 18/8 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 0 RA 2036 cttm 24X18 RA 924 ctm Job M Lot 122 Sundance A LHG - S One Stop Cooling and Heating Scale: 1 :57 Performed by LF/RI/MCIAT for: W PaAc Squan3 Fbnes 7225 SandscOve Court 18.0.07 FSL00040 Santad, FL Winter Park FL 32792 2018Jan-W 10.44'45 Phone (407) 629.6920 Fax: (407) 629 - 9307 Surdance\Sundance ALHG - M.ap wwwCneStop0ochgcom 0 AAv M n 0 10 StWcvl Se races Touc. L'w s.oik Q .w.1 RECORD COPY DESCRIPTION AS FURNISHED: Lot 122 , WYNDHAM PRESERVE; as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MARY BOULEVARD ap 18 _ 185g VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTRY PROJECT PS-0137 N 89R42'17" E 40.00' ZON11,14 DATE 10' UTIL. ESMT. 47.20' 47.20' LOT 1122 5.00' 16.7 LANAI 3.0'xCdC4.0' 5.00' ti 13.3' O W PROPOSED RESIDENCE a 1730 SUNOANCE - A 2 CAR GARAGE LEFT COV'0. g ENTRY - LOT 123 5.00, 21.4 16' P.C.------- 168_9-------- SETBACKS AS FURNISHED FRONT m 25'(•) REAR 20' SIDE a 5' (40' LOT) 7.5' (80' LOT) 10' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) 15- (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED FINSHEO SPOT GRADE ELEVATIONS PER DRAINAGE PLANS NJ"— a PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PUNS a 30.2' Q DRIVE 25.20 5.21' 10' UTIL. ESMT. Ok to construct single family home with setbacks and impervious area shown on plan. 113o S Indanee -/ L C-- 5.00' W N ti O R1 a 5.00' LOT 121 WALK I 01 URB S 89*4310" W 40.00' FLICKER CO VE1 50' PRIVATE R/W) 0 10 CRUSE1NME EER-SCOTT P • PLAT F FEEL, I.P.. OM PIPE IJL IRON ROD CIMCA • CO MI't NOSNT SET LA . IF2• 1A /ILR 439E REC. RECOVERED PAD, • POINT OF REGINNING AC. • POINT Or CO KEICE NIT t CENTCRLDL NLD NAIL L DISK 01w • RIG11t-OF-WAY CSNT. • CAMENT ORAIA • DRAINAGE UTIL. . uTILITY CLFC. • CHAIN LINK FYIICC VDfG • VOGD Met GR • CDNCRIII Km PIL • POOR OF CWVATURC P.T. • MINT Or TANGENCY DCSG • N=IPTIOI R • RADIUS L . ARC LDGTN D • DELTA C • CAM CA • CHORD RCMING PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FLATWORK ON/OFF LOT a TOTAL t SQUARE FEET DRIVE 403/ 1 10- 5131 SQUARE FEET WALKS 72/ 200- 272 t SQUARE FEET SOD 3.0081130 a 3,138 t SQUARE FEET NOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM ASSOC. , INC. - FEET FLATWORK FOUNOATION/PAD 1.194 t SQUARE FEET REAR PATIO 107 t SQUARE FEET FRONT PORCH DECK 48 t SQUARE FEET POOL DECK N/A t SQUARE FEET ANS PROVIDED BY CLIENT • NOT FlELO VERIFIED LAND SUR VE'YORS LL4[ND _ A POPW ON LINE PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FLATWORK ON/OFF LOT a TOTAL t SQUARE FEET DRIVE 403/ 1 10- 5131 SQUARE FEET WALKS 72/ 200- 272 t SQUARE FEET SOD 3.0081130 a 3,138 t SQUARE FEET NOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM ASSOC. , INC. - FEET FLATWORK FOUNOATION/PAD 1.194 t SQUARE FEET REAR PATIO 107 t SQUARE FEET FRONT PORCH DECK 48 t SQUARE FEET POOL DECK N/A t SQUARE FEET ANS PROVIDED BY CLIENT • NOT FlELO VERIFIED LAND SUR VE'YORS LL4[ND _ A POPW ON LINE s400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PACP= POINT Or REVERS[ ORWATLMC POUR Or COMOINO CURVAIWC 1. THE UNOERSICNED DOES IRREBI' CERIUY FIAT TIRS SURVEY WETS TINE SrANLMROS OF PRACTICE SET fORM BY THE FLORIDA BOARD Of RAL RADIAL PROFESSV94L SURVEYORS AND MAPPERS W CNAPIER SJ-17 FLORIDA A011INISTRATIVE CODE PVRS{UM TO SECTION 472.027. FLORIOA STATUES MR. NM -RADIAL 2. UNIM EM LIED WITH SURVEYOR'S SRbM1URE AND ORMa RAISED SEAL DO SURVEY 1 4P OR COPIES ARE NOT VALID WA VITH= POUR 1 TADS $~r WAS PREPARED FROM IRLE INFORMATION FURMSMD TO INC SLIRVEMA. /HERE WY BE OTHER RESTWTIONS CALL. CALCULATCO OR EASEMEMS T UT AFFM TIDS PAOPM. PAXFf. MWIe1T REFERENCE NWAENT rINISNCO FLOOR I01FLOWCVALINE4. NO UNDE MM" NPMVEMOMS NAVE BEEN LOCATED UNLESS OM XWE SNOWA LSL RUILOO/G OK a INO , a PREPARW FOR THE sw Boor Or now Cow= TO am SHOULD NOT BE RELIED UPON BY ANY OFIIER ENTITY. RA RENORIAM 6 OMOISIOFS SNONN FOR THE LOCATION OF WRROVEMEMS HEREON SNOLU NOT BE USED TO RECONSTRUCT BOUNDARY LINES. LL USE WARING 7. BEARDY4 ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE 8UMNO (&S.) B. ELEVATIONS, U' SHOWN. ARE 80t= ON NATIONAL GEODETIC VERTICAL OAAAf OF 1920. UNLESS OTHFRNISE NOTED. 0. Ct7IRACATE OF ALMOR&TION Ne. 4394L 0 NORTH CERTIRED or SCALE f- 1' - 20 1 ORAWN Br ••• 1 W. O PLOT PLAN 03-27-2018 1844-18 THIS BLRLDINC\PROPERTY DOES NOT LIE WITHIN THE ESTASUSIIED 100 YEW FLOOD PLANE AS PER 'FIRM' ZONE X. MAP 1 12117C0090 F (09-28-07) CRUSEN ~ R.L. / 471 W. SCOTT, R.LS 1 4801 i RECORD COPY Filename: PARK SQ SUNDANCE.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 173 0 . 2 ' 1 Lighting Summary Standard 5,342 5,342 Optional 9,690 5,342 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutrali----------- a20 3 0 Dryer Summary Standard 5,000 3,500 # 1 8 - 8 5 8Optional5,000 3,500 1eating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral QISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WATER HEATER 1 1 18.5 '240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 jgame M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volta 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY ------ ----------------- Standard Line Neutral Total Total = 38,942 15,572 Maximum Amperage = 162 65 Service Voltage = 240 Service Phase = 1 O______-___________________________________ Optional LineNeutral Total Total = 30,388 15,572 Maximum Amperage = 127 65. Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' RE: P1730A - Park Sq/ Sundance-1730-A Site Information: Customer Info: PARK SQUARE HOMES Lot/Block: 122 Address: 2666 FLICKER COVE City: SANFORD RECORD COPY MiTek USA, Inc. 6904 Parke East Blvd. Project Name: P1730A Model: SUNDANCIJMB, Fk 336104115 Subdivision: WYNDHAM PRESERVE 40' State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017frP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 36 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT13325036 Al 2/23/18 12 T13325047 B3 2/23/18 2 IT13325037 A2 2/23/18 13 T13325048 B3A 2/23/18 3 T13325038 A3 2/23/18 14 T13325049 C1 2/23/18 4 T13325039 A4 2/23/18 15 T13325050 C2 2/23/18 5 T13325040 A5 2/23/18 16 T13325051 CJ1 2/23/18 6 T13325041 A6 2/23/18 17 T13325052 CJ3 2/23/18 7 T13325042 A7 2/23/18 118 T13325053 CJ5 2/23/18 8 T13325043 A8 2/23/18 19 T13325054 F1 T13325044 B1 2/23/18 20 T13325055 F1A 10 T13325045 B2 2/23/18 21 T13325056 F2 L2/ 23/189 11 T13325046 B2A 2/23/18 22 T13325057 F2A JNLCING SANFOFt oFPAR.r 18-1858 This item has been electronically signed and sealed by Albani, Thomas, 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: Albani, Thomas 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 jurisdichon(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 MTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. A. AO B,q ii No 39380 STATE OF :W Thomas A. Albanl PE No.39360 Mrrek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date. February 23,2018 Albani, Thomas I of 2 RE: P1730A - Park Sq/ Sundance-1730-A Site Information: Customer Info: PARK SQUARE HOMES Project Name: P1730A Model: SUNDANCE 1730 -A Lot/Block: 122 Subdivision: WYNDHAM PRESERVE 40' Address: 2666 FLICKER COVE City: SANFORD State: FLORIDA No. Seal# Truss Name I Date 23 IT13325058 F3 2/23/18 24 IT13325059 F4 2/23/18 25 IT13325060 F5 2/23/18 26 T13325061 F7 2/23/18 27 T13325062 F8 2/23/18 28 T13325063 F9 2/23/18 29 T13325064 J3 2/23/18 30 T13325065 J7 2/23/18 31 T13325066 J58 2123/18 32 T13325067 KJ3 2/23/18 33 IT13325068 KJ3A 2/23/18 34 IT13325069 KJ6 2/23/18 35 IT13325070 KJ7 2/23/18 36 IT13325071 I MG1 2/23/18 2 of Job Truss Truss Type Oy Ply Park Sal Sundenca-1730-A T13325038 P1730A Al COMMON 2 1 a Mid -Florida Lumber, Ballow, FL. 4x4 = LOADING (par) TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 REACTIONS. (lb/size) 2-1260/0.84, 6-1260/0-3.8 Max Horz 2=155(LC 12) Max Uplift 2=-396(LC 12), 6-396(LC 13) 7.0.5 4x4 = 4 a.liu s Dep 10 Zul/ Mllex nnausunes. Inc. rn reo zi ti:":1u Lute 7-11-11 Scale - 1:53.5 3x4 = 3x4 = 3x4 = 4x4 = CS1. DEFL. in loc) Udell L/d PLATES GRIP TC 0.74 Ven(LL) -0.40 8-10 2--905 240 MT20 244/190 BC 0.76 Vert(CT) -0.55 8-10 >SSI ISO WB 0.51 Horz(CT) 0.06 8 nla n/a Matrix -MS Weight: 137 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 7-10-7 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-21011623, 3-4=19141644, 4-5=19141644, 5-6=-2101/623 BOT CHORD 2-10=594/1826. 8-10=-254/1198, 6.8s455/1826 WEBS 4-8=-319/776, 5-8=465/352, 4-10=3191776, 3-10-4651352 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCOL-3.Opsf, h-25ft; Cat. 11; Exp B; Encl.. GCpl=0.18, MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 15-0-0, Exterior(2) 15.0-0 to 18-0.0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opal on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will rd between the bottom Chord and any other members, 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 @=lb) 2=396, 6=396. 11 This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.39 kIITak USA, Inc. FL Cart 6634 UU Parke East Blvd. Tampa FL 33810 Oats: February 23,2018 QWARNINO - Warily, deafen parameters and READ NOTES ON TIVS AND INCLUDED MITEK REFERENCE PAGE M147472 m. 16e21201a BEFORE USE. Design vatic ter use only with Wek® connectors. This design Is Weed onty upon parameters shown, and Is far an Individual building Component, not a truss "am. Before use, the building designer must varlfy the Applicability of design parameters and ProPaM incorporale this design Into the overact bWNng design Bracing Indicated Is to prevent btx:sling of Individual truss web and/or Chard members only. Additional temporary and Permanent bracing M iTe k' Is always requited for stabbdy and to prsvarri Collapse with Possible Personal Injury and Property damage. For general guidance regarding the fabrication. storage, dalMry. erection and bracing of trusses and truss systems, sea ANSIRPII Quality Criteria. D562e and SCSI Building Component 6904 Parke Fast BIW. Safety Information available from Tens Plate Institute. 218 N. Lee Slreel. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Py Park Sq/ Sundence-1730-AT13325037rtyP1730AA2HIP1 Job Reference Mid -Florida Lumber. Bartow, FL. 0-0' 6.94 6-2.12 4x6 4 5 4x4 = e.1su s seD lb zuv miieK mauslnes, me rn reo zit la:i4:n auto 6.94 Scale - 1:S2.1 13 - 11 10 e 4x4 = 1.Sx4 II 30 = 3x6 = 1.Sx4 11 4x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) YdeB Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.10 11 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.66 Vert(CT) -0.21 11-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Harz(CT) -0 09 2 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 157 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=1260/0.3.8, 2-1260/0.8-0 Max Harz 7=136(LC 13) Max Uplift 7=-380(LC 13), 2=-380(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD S-6-1611/587. 6-7=-2223/709, 4-5=-1363/585, 2-3=-2223f709. 3.4=1610/587 80TCHORD 2-13=-55211926, 11-13=-652/1926, 10-11=-311/1362.9-10-579/1925.7-9-579/1925 WEBS 6-9=0/287, 6-10=6511349, 5.10=119/420, 4-11--1321419, 3-11-652/350, 3-13=0/288 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; BCOL=3.Opsf; h=25ft: Cat. II: Exp 8: Encl., GCpl=0.18: MWFRS (envelope) gable end zone and C-C Exterlor(2) -1 0 to 2-0-0, Interior(1) 2-0.0 to 13-0-0. Exterlor(2) 13-0-0 to 17-0-0. Interlor(1) 21-2-15 to 31.0.0 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 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at )oint(s) except at=lb) This item has been7-380. 2-380 electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albans PE No.39 M)Tak USA, Inc. FL CM 4634 9904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 QWARMNO - VarNy design pararneters end READ NOES ON TNIS AND INCLUOEO ar/TEK REFERENCE PAGE M U-7472 rev. fewtl2/20fa BEFORE USE. Design valid for use only with WSW connectors. This design Is bused only upon parameters shown, arse is for an bolleual budding component, rtct a in= "am Setae use, the building designer must vu0y the applicability of design parameters and property Incorporate this design Into the overall building design OnWng Indicated Is to building of Individual Me web and/or chore members Croy. Additional temporary and permanent bracing M!Te k' prevent Is always required for etaility arse to prevent codepse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVrP11 Duality Crlteds. 0313e9 and aCSI Building Component 6204 Parke Fast Blvd. Safety Information available from Trust Plate Institute. 216 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps. FL 36810 Job Truss rues Type Oty Park Sq/Sundanee-1730-A IPty T13325038 P1730A A3 HIP 2 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:12 2018 Page 1 ID:3zzrE559SgHBgKdROwR80Yzkwee-z6kv686boOKSt1 zaWAxKf7a3xbf1Hi4bfrpBUF5v 1 0 0 5 9 4 11-0-0 15-0-0 1ti-0-0 24-2.12 I 30-" 31-0-01 1-0 5 9 4 5.2-12 4-0-0 4-0-0 S 2.12 5-0-4 4x4 = 3x4 = 4x4 = Scale = 1.52.1 0d d 14 1J 11 lu 3x4 1.Sx4 II 3x4 = 3x8 = 1.Sx4 II 3x4 1 3xS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loe) I/den Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Van(LL) -015 11-13 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.31 11-13 >999 180 BCLL 0.0 - Rep Stress Ina YES WB 0.37 Horz(CT) 0.09 8 n/a n/a SCOL 100 Code FBC2017/TP12014 Matrix -MS Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 3-7-14 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1260/0-3.8.8-126010-3.8 Max Horz 2=-117(LC 17) Max Uplift 2=360(1-C 12), 8=-360(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2263/743, 3.4=1777/635, 4-5=-1530/621, 6-6=15301621. 6.7=1777/635. 7- 8-2263/743 BOT CHORD 2-14=-584/1970, 13-14=-584/1970, 11-13=-416/1616, 10-11=592/1970, 8-10-592/1970 WEBS 3-13=5191294. 4-13-1421509. 5.13=259/145, 5.11=259/144, 6.11=-142/509, 7- 11=-519/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf, BCDL=3 Opsf; h=25n; Cal. 11; Exp B; Encl.. GCpl- 0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11.0-0 to 23- 2-15, Interlor(1) 23-2-15 to 31-0.0 zone;C-C for members and forces 3 M WFRS 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 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 joint(s) except at -lb) 2= 360, 8=360. Q wARNINO - verfy design parsmetera and READ NorEs ON rhos AND INCLUDED WTEIr REFERENCE PAGE 111II.702 rev. 1d00342016 BEFORE USE. Design valld for use only with MlTakm conneeuxit. This design Is based only upon parameters shown. and Is far an indhidual building Component. no a truss system. Before use, the building designer must verify the applicability of design parameters and property 1ACorporate this design Into the overall budding design Bracing Indicated Is to prevent buekling of Indh4dual truss web and/or chord members any Adddiorul temporary and pemtansnt breebng IS away required for stabady, and to prevent toaapse with possible personal lni ity and property damage. For general guWance regarding site fabrication, storage, deIN". erosion and bratlng of wises and vets systems, see ANS1RP11 Dually Criteria, 031329 and SCSI Building Component Safety Information avaeabie from Truss Plate Institute. 2 is N. Lea Street. Subs 312. AlentMda. VA 22314. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.3939 Wait USA, Inc. FL Carl UU 9904 Parke East Blvd. Tampa FL 33910 . Date: February 23,2018 M! Tek' 6904 Parka East SM. Tamps. FL 36610 uss cuss Type oty Park Sq/Sundance-1730-A JAT(4 JPty T13325039JJobP1730AHIP11 b Reference Mkt-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Fn het) 23 13:14:13 2Ule Page 1 ID.3zzrE5594HBgKsdROwR6OYzkwee-RIIHiSBkMSXBp 1cA7EiA1ttj2LVSkm7DgJbNiZziFSu 14-9-4 9-01 15-0-0 I 21- 0-0 25.2.12 1- 0-0 4-9.4 4-2-12 "-a 6-0-0 4.2-12 4.9.4 1-0-01 Scale - 1,52.1 1 4x6 = 1. 5x4 II 4x9 = 4 21 5 22 8 1] - 11 lu 4x4 = 3x4 = 3x4 = 3x8 = 3x4 = 4x4 = LOADING ( psf) SPACING- 2 0 0 CSI. DEFL. in (loc) Well - Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.48 Vert(LL) 0.18 10 19 >999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.35 10 19 >999 160 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.09 8 We his BCDL 10.0 Code FBC2017frPI2014 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. ( Ib/size) 2=126010-3.8.8-126010-3-8 Max Harz 2=97(LC 13) Max Uplift 2=-338(LC 12). B-338(LC 13) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2248f797, 3.4=-19511683, 4-5=2021f766, 5.6=20211766. 6-7-19511683. 7- 8-224af797 BOT CHORD 2-13=841/1986, 11-13=-445/1696, 10.11=-453/1696, 8-10=649/1986 WEBS 3-13=3401246. 4-13=69/411. 4-11=227/503, 5.11=-4141252. 6.11-2271503, 6.10=-691411, 7-10-3401246 PLATES GRIP MT20 2441190 Weight: ISO lb FT - 20% Structural wood sheathing directly applied or 3. 6.15 oe purlins. Rigid ceiling directly applied or 7-4. 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; TCOL-4.2psf, BCDL=3.Opsf: h=25ft; Cat It: Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0.0 to 2.0.0. Interlor(1) 2-0-0 to 9-0-0, Exterior(2) 9-0.0 to 26.4-11. Interlor(1) 25-4- 11 to 31-0.0 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 20.0psf 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 joints) except (jt=lb) 2-338, 8=338. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A Albani PE No.393 0 MiTak USA, Inc. FL Cart 8834 ISM Parke East Blvd. Tampa FL 33810 Will: February 23,2018 QWARNINO. Verify design parameters and READ NOTES ON IMS AND INCLUDED MTEK REFERENCE PAGE Ara•74T3 rev. 16AW015 BEFORE USE wwww Design valid! for use only with MRekm connectors. Thin design 12 based only upon parameters shown, and is for an Individual buaNng componerd, not w' a truss system. Belare use, the buildingdesignermustWilly, the applicability ly Of deepparameters and property Incorporate (hisdesign Into the overact buading design. Bracing Indicated Is to budding of Individual truss web andfor choid members only. Addnional temporary and permanent bracing M iTe k' prevent Is always required for stability andto prevent collapse with pottlue personal Injury and property damage. For general guidance regarding the fabrkallon, storage, delivery. eradlon and bracing of trusses and truss systems, tee ANSIRPl1 Quality Crtteda, OSBA9 and SCSI Building Component 6901 Parka East Blvd. Sdety Information avellable from Truss 131104 Institute, 218 N. LN Street. Suha 312. Alaxaedrta. VA 22314 Tampa. FL 366 10 Job Truss Truss Type Oty Park Sq/ Sundance-I MA jPIy T13325040 P1730A AS HIP 1 1 Job Reference factional) Mid-Flodda Lumber, Banow, FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Fd Feb 23 13:14.14 2018 Page 1 I0:3zzrE5595gHBgKdROwR6OYzkwee-vUsf4 ROM7P208BMhxDPP4CoFIEcT6BM3zKwF7zi F5t 1gj 39. 4 7-012-.9 I 17. 7.7 2382.2 394 -0 54-9 5.2.13 54.9 3-2-112 I 3- 094 1-0-0t 8x10 MT20HS = ItlA.i 20 3x4 = 1. Sx4 II 21 5 22 23 24 6 25 28 Sx10 MT2OHS = Scale - 1: 52.1 15 14 12 -- -- ll 4xB = 3x4 = 5x8 MT20HS = WO 3x4 = 4XS - LOADING ( psf) SPACING- 2-0-0 TCLL 20. 0 Plate Grip DOL 1.25 TCOL 10. 0 Lumber DOL 125 BCLL 0. 0 Rep Stress Ina NO BCDL 10. 0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x4 SP No 2 •Except• 4-7 2x4 SP OSS BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=252510-3-8, 9=252410-3.8 Max Harz 2=-78(LC 28) Max Uplift 2=-1140(LC 8). 9-1140(Lc 9) 3x8 = CSI. DEFL. In (loc) Wall Lid PLATES GRIP Tc 0. 88 Vert(LL) 0.37 12-14 >978 240 MT20 244ASO SC 0 82 Vert(CT) -0.57 12-14 >631 180 MT20HS 187/143 W8 0. 69 Horz(CT) 0.14 9 nla n/a Matrix -MS Weight: 176 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-2 oc purlins. BOT CHORD Rigid ceiling direly applied or 4-8-8 oc bracing. FORCES. (lb) - Max, CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-518012387. 3.4=4994/2355, 4.5=5957/2871, 5.6-594512864. 6-7-594512864, 7-8- 499612356. 8-9-5181 /2387 BOT CHORD 2-15=-2138/4605, 14-15=-2078/4471, 12-14-2810/5957, 11-12-2033/4473, 9.11- 2072/4606 WEBS 4- 15-2431793. 4-14-91611815. 5-14=-695/489, 6-12--677/480, 7-12-905/1798, 7-11- 247/798 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuk-140mph (3-second gust) Vasd-108mph: TCOL-4.2psf, BCDL-3.Opsf; h=25ft; Cat. II; Exp B; Encl. GCpl=0. 18: MWFRS (envelope) gable end zone; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 pat bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=1140, 9=1140. 8) Hanger( s) or other connection devlce(s) shall be provided sufficient to support concentrated load(s) 219 Ill down and 254 lb up at 7-0- 0, 123111 down and 142 lb up at 9.0-12. 123 lb down and 142 Ill up at 11-0-12. 123 lb down and 142 lb up at 13.0.12, 123 lb down and 142 Ib up et 15-0.0, 123 Ib down and 142 Ib up et 16.11-4. 123 lb down and 142 Ill, up at 18-11-4. and 123 lb down and 142 Ib up at 20.11-4, and 219 Ib down and 254 Ib up at 23-0-0 on top chord, and 417 lbdown and 213 Ib up at 7-0.0, 89 Ib down and 28 Ib up at 9412, 891b down and 28 Ib up at 11-0-12, 89 Ib down end 28 Ib up at 13412, 89 Ib down and 28 Ib up et 15-". 891b down end 28 Ib up et 16.11-4, 89 Ib down and 28 Ib up at 18-11-4, and 89 Ib down and 28 Ib up at 20.11.4, and 417 lb down and 213 Ib up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.3990 MITak USA, Inc. FL Cut 8834 M Parke East Blvd. Tampa FL 33810 Oats: February 23, 2018 QWARNINO - Verily daslgn paremarers and READ NOTES ON TIES AND INCLUDED ACTEK REFERENCE PA E AEF7472 rev. IML-2015 BEFORE USE. Design valid for we only with Wake WM*Ct0rs This design Is weed only upon parameters shown, and V for an Individual tkMing component, not a truss system. 84fore use, the building designer must vedry the applicablllty, of design parameters and property Incorporate this design Into ma Overall building design. 8rschp Indicated Is to prevent buckling of Individual truss web and/or chord members mdy Additional temporary and permanent bracing M iTek' Is always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delMry, arecilon and bracing of trusses and truss systems, war ANSVrPI1 Quality Criteria, OB642 and SCSI Building Component 6204 Parke East Blvd. Safety Information available hem Truss Plate Insatuts. 218 N. Lae Street. Suite 312. Alexandda, VA 22314 Tamps, FL 366 10 Job Truss Truss Type Oy Ply Perk Sq/ Surldance-1730•A T13325040 P1730A AS HIP 1 1 b Reference (optionall Mid•Flodda Lumber, Bartow, FL. a 13o s sep lb zon Mtrex Inaustnes, me. i-n reD es 1s Ia:Ia zinc rape z 10:3zzrE5595gHBgKdROwR6OYzkwee•vUsf4R9M7 Pf2OBBMhxDPP4CoFIEcT6BM3zKwF?ziF5l LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-4-60, 4-7=-60, 7-10=60, 2-9-20 ' Concentrated Loads (lb) Vert: 4=-172(F) 7=-172(F) 15=-417(F) 11=-417(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=123(F) 24=123(F) 25-123(F) 26=123(F) 27-70(F) 28=70(F) 29=-70(F) 30=-70(F) 31L70(F) 32-70(F) 33=70(F) AWARNING. Vrlly dwlpn p.rametars and READ NOTES ON TMS AND INCLUDED AaTEK REFERENCE PA E Afa•1a73 rev. 100=015 BEFORE USE. Design valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and Is far an IndNWual building Component. not a truss system. Before use, the building designer must vMy the applicability of design parameters and properly Incorporate this design into the overall buckling of Individual (Me wee andfor Chord members only Adddlonal temporary and permanent bracingbuildingdesign. Bracing Indicated is rovto M k' prevent Is always required for stability and to prevent Collapse wsh possible personal Injury and property damage. For general guidance regarding the 11e fabrication, storage, delivery, arection and bracing of trusses and truss systems. we ANSVTPII Quality Criteria. OSIB42 and SCSI Building Componam egos Perko East Blvd. Safety IMemuaon available from Truss Plate Intlihaa. 21e N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 366 10 Job Truss cuss Type Oy Ply Park Sq/ Sundance•I730•A T13325041 P1730A AS SPECIAL 1 1 o (optional) Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:15 2018 Page 1 ID:3zzrE5595gHBgKdROwRSOYzkwee•NhO2Hn ujnv2LmYFIkeyll4h9YaCbZWMd4UoRziFSs t8-0-0 19$-0 l 243t2 30-0-0 314)4)i 143-0 4.9.4 4.2•t2 4$-0 4$-0 1$-0 4•t 1.12 5$-4 4x4 = LOADING (psi) TCLL 20.0 TCOL 10.0 SCLL 0.0 BCDL 10.0 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 1.26 Lumber DOL 1.25 Rep Stress Inc YES Code FBC2017fTP12014 REACTIONS. (lb/size) 9=1260/0-3-8.2-1260/0.8-0 Max Hot 9=-111(LC 13) Max Uplift 9-355(LC 13), 2=-442(LC 12) 4x4 = 4x4 II 4x4 = 7 13 12 3x8 = 5x8 = 3x4 = Seale a 1.53 0 30 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TC 0.39 Veft(LL) -0.15 12-13 >999 240 MT20 244/190 8C 0.90 Vart(CT) -0.37 12-13 >981 180 WB 0.49 Horz(CT) -009 2 n/a n/a Matrix -MS Weight: 156 Ili FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.7-10 oe: purlins. BOT CHORD Rigid ceiling directly applied or 7-4-15 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 7-8-2200/772, 8-9=2264/710. 6-7=-2122/766, 4-5=17081643. 5$=19101685, 2-3- 2254/797,3-4=-19651671 BOT CHORD 2-13=632/1991, 12-13-520/1960, 11-12=366/1559, 9-11-54611974 WEBS 8-11-314/245, 7-11-280/554, 7-12=-469/1288.6-12-1042/405, 5.13-366/198, 4-13-1541614. 3-13- 344/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-25ft; Cat. II; Exp 8; Encl., GCpi=0.18: MWFRS (envelope) gable end zone and C-C Extedor(2) -1.0.0 to 2-0-0. Interior(1) 2." to 9-0-0. Extedor(2) 9-0-0 to 12.0-0. Interlor(1) 18-" to314-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1 60 plate grip COL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will f6 between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except (jt=lb) 9=355, 2=442. This item has been electronically signed and sealed by Albani, Thomas, 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 coies. Thomas A. Albani PE No. 31130 MiTak USA, Inc. FL Cart Sias ON Parka East Blvd. Tampa FL 33810 Date: February 23,2018 0 wARMNO • v wty design parameters and READ NOES ON TMS AND INCLUDED A6TEK REFERENCE PAW Me•7473 rev. te03/201S BEFORE USE. wwww Design valid tar use only who MRekat connectors. This design Is Mead only upon parameters shown, and Is far an individual building component, not w' a truss system. Before use, thebuildingdesignermuttvenlytheapplicabilityofdesignparametersandpropertyIncorporatethisdesignInto "to overall building design. Bracing Indicated Is to prevent bucsting of individual truss web anNor chord members only. Addakmal temporary and permanent bracing M ITek' Is always required lot stabildy andtopreventcollapsewithpossibtapersonalInjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality Criteria. 0882a and SCSI Building Component 6904 Parke East Blvd. Safety Information available hom Truss Plate Instbme. 21a N Lee Street. suite 312, Alexandria. VA 22314. Tamps. FL 3611110 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730•A I T13325042IP1730AA7SPECIAL11 Job Reference (ontionall Mid-FlOdda Lumber, Bartow, FL. 8.130 a Sep 15 2017 Mtiek industries, Inc. Fn Feb 23 13:14 1e Mild rage 1 ID:3zzrE559SgHBgKdROwR6OYzkwee•n_OV6BdOvrtgUKlpMFtUVHGRYvVxOIdWHp1 KtziFSr Oi I 11Y8-0 ( 1314 0 I I L 0.0 ( 22-4-0 25.10.12 3q-0-0 31-0-0j 1-0-0 5$-4 4.11-12 2-10.0 4$-0 443-0 3A-12 Stale - 1.53 0 416 II 4 13 - 11 3x4 = 3x4 = 5x8 = US = 10 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 125 Rep Stress Ina YES Code FBC2017frP12014 CSI. TC 0.32 BC 0.85 WB 0.62 Matrix -MS DEFL. In (loc) Udell Ud Vert(LL) -0.17 11-13 999 240 Vert(CT) -0.41 11-13 -880 ISO Horz(CT) 0.09 9 n/a n1a PLATES GRIP MT20 2441190 Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1260/0.3.8, 9=1260/0-8-0 Max Horz 2=111(LC 12) Max Uplift 2=-355(LC 12), 9=-442(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2244/717, 3-4=-2116/731, 4-5=26551944, 5.6=2304/791, 6-7-18141667, 7-8-2054nO2, 8-9=2293/804 BOT CHORD 2-14--546/1971, 13.14=-363/15SO, 11-13-63612234, 9-11=646/2025 WEBS 3-14=-314/240, 4-14=221/504, 4-13=59611638, 5-13--1339/525, 6-11-5631234, 7-11= 1761675, 8-11=270/199 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=4.2p9f, BCDL=3.Opsh h-25ft; Cat. 11; Exp B; Encl • GCpi=0. 18: MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-", Extertor(2) 10.6.0 to 254-0, InterIM1) 25-4-0 to 31.0-0 zone:C-C for members and forces 3 MWFRS (or reactions shown, Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom Chord and any other members This item has been 6) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except ()t=lb) 2-355. 9=442. electronically signed and sealed by Albani, Thomas, 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. Thomas A Albani PE No.39380 M)Tak USA, Inc. FL CM GOU 6904 PeAn East Blvd. Tampa FL 33010 Oate: February 23, 2018 QWARNINO - VwHy design parameters and READ NOTES ON TIES AND imcLUDEO sYrEK REFERENCE PAGE 11047472 rev. teN=01S BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and la for an Individual budding Component, not a truss system. Before use, the budding designer must verify the applicability Of design parameters end property Incorporate this design Into the *vital budding design Bracing indicated Is to buckling of Individual truss web and/or chard members any. Additional temporary and permanent bracing M iTek' prevent Isalways required for Stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fa, - Ian, storage, delivery. erection and braes tp of Wawa are trues systems, see ANSMI1 Quality Criteria. 09642 and SCSI Building Component 6904 Parke Fast BIM Safely Information available from Trusa Plata Institute, 218 N. Lae Street. Suite 312, Alexandds. VA 22314. Tampa, FL 38610 Job Truss Truss Type oty Ply I IParkSq/ Sundance-1730-A T13325043 P1730A AS SPECIAL 1 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 0.130 S Sep 13 2017 Mi tak Industries, Inc. Fn Fan 23 13:14:11 2010 4.11.12 4-10-0 4.7-12 4.4.4 24-12 3.1.4 04 11 4 Seale - 1.53 0 1e 10 17 1Z - - 11 4x5 2x4 II 4x10 = 5x8 MT20HS = axe = era = 3x10 2x4 II LOADING (psQ TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 24.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frPI2014 CSI. TC 0.95 8C 0.79 WB 0.87 Matrix -MS DEFL. in (hoc) Vdefl Ud Vert(L-) 0.34 12-13 999 240 Vert(CT) -060 12-13 >598 180 Horz( CT) 012 9 n/a n/a PLATES MT20 MT20HS Weight: 178 lb GRIP 244/ 190 1871143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied 5. 7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-5-11 oc bracing. BOT CHORD 2x6 SP No.1 'Except' WEBS 1 Row at midpt 5.15 9- 14 2x6 SP OSS WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1746/0.3.8, 9=2594/0-8-0 Max Horz 2=111(LC 12) Max Uplift 2=-588(LC 8), 9-1077(LC 9) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=340711120. 3-4=295511097, 4-5=-294311071. 5.6=6424/2620, 6-7=-6424/2620, 7- 8-5351/2242, 8-9-5441/2274 BOT CHORD 2-16=1015/2999, 15.16=-1015/2999, 13.15=209515795, 12-13-2090/5792, 11- 12=-1874/4725,9-11=-1957/4814 WEBS 3-152-491/265, 4-15=-825/2276, 5.15=-3716/1554, 7-11=328/896, 6-12=306/209, 5- 12=769/874, 7-12=71212021 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd-108mph; TCOL=4.2psh BCDL-3.0psf; h=25f1; Cat II, Exp 8; Encl.. GCpI=0.18: MWFRS (envelope) gable end zone; Lumber DOL-1.60 plate grip DOL-1 60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. This Item has been 5) This truss has beendesignedfora10.0 pat bottom chord live bad nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide electronically signed and will fa between the bottom Chord and any other members sealed by Albani, Thomas, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) using a Digital Signature. 2=588. 9-1077. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and I IS In up at Printed Copies Of this 22-11.4. and ISS In down and ISO lb up at 24-4-0 on top chord, and1285 Ib down and 562 Ib up at 21-1-8. and 64 In down and 24 document are not considered Ib up at 22-11- 4, and 299 lb down and 153 Ib up at 24-4-0 on bottom chord. The design/selection of such connection device(s) Is signed and sealed and the the responsibility of others. signature must be verified 9) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (8). on any electronic Copies. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Thomas A. Albani PE No. 393 0 MiTek USA, Inc. fl CeR 8834 ON Parke East Blvd. Tamps FL 33910 Uniform Loads (pIQ Date: Vert, 1-4=60, 4-5=-60, 5.7=40, 7-10=60, 2-9=-20 February 23,2018 AWARNING - VeA/ y daalgn parameters and READ NOTES ON THIS AND INCLUDED AaTEK REFERENCE PA E M&7473 rev. t"WOtS BEFORE USE. owwo Design valid for use only with Wek® connector&. This design Is based only upon partunMan shown. And is lot An Individual building component. not a Wes W system Bator* e. the buildingdesignermust vary the Appllnblsty of design Parameters and property h CdrMata this design Into me ovens& building design Bracing indicated Is to prevent buckling of Indlvlduel tnlas web Mldfor chord members only. Additional tampotoy and permanent atacing M iTek' Is always required for staaaayandtopr*vem Injury co collapse with possible personal opropertydamage. For general guidance regarding the faankstlon, storage, delMry. erection ant tracing of truant and trues eystNM. AN ANSVTPII Quality Criteria. 03042 and SCSI Building Component 6204 Parke East Bald. aaley Information mitabia ham Truss Plate Inatbuta. 218 N La* Street, Suite 312. Aloxandns. VA 22314. Tamps. FL 36610 Job Truss Truss Type Dry Perk Sq/ Sundance-1730-A JPty T13325043 P1730A A8 SPECIAL 1 1 job Reference (optonal Mid -Florida Lumber, Bartow, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=98(F) 11=-299(F) 21-86(F) 22=1285(F) 23=-53(F) 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:14:17 2018 Page 2 ID 3zzrES595gHBgKdROWR6OYzkwee-K3YoiSBFPK1dHevxM4m61jgHPyGkgPBplxZasKziFSq Q WARNING - Vrtly design parameters and READ NOTES ON TrOS AND INCLUDED WINK REFERENCE PA E 110140z rev. fO01020fS BEFORE USE. Deep valid for use only, with MITek® Connectors This design Is based only upon parameters shown, and Is for an individual building Component, not a Wu system. Before use, the busdmg designer must verify the sppllubllity of design parameters and property Incorporate this design Into the overall buildup design. Orating IndlWed Is a buckling of Individual trees web endfr mono members only. Additional temporary and permanent bradng Welk' prevent a always required for stability and to prevent coaapm with possible personal Injury and property damage. For general guldancs regarding the fabrlestion, storage, delMry. raalon and bretlng of trusses and buss systems. We ANSUTPN Quality Cdterla, 031342 and BCS! Building Component 6904 Parks East Blvd Safety Information available from Truss Pate Institute. 210 N. Lea Street, Suite 712. Maxandds. VA 22314 Tampa. FL 361110 Job Truss Truss Type Oy Ply Park Sq/Sundance-1730-A T13325044 P1730A 81 COMMON 1 1 eall Mid-Flodda Lumber, Barlow. FL. 115-R] 4-11.12 4x4 = S.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:14:18 2018 Page 1 dROwR6OYzkwee-oF6AwoC1Ae9UvoU7wnHLawNbnMg 1 P I?yzbl8omziF5p i-5-12 21-0.0 , 22-0-0, 4-11-12 544 1." ' Scale a 1:38.1 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 7-2-3 6-7-11 7.2.3 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) UdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.33 Veff(LL) -0.06 8-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.15 8-16 >999 1B0 BCLL 0.0 Rep Stress Ina YES WB 019 Horz(CT) 0.04 6 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight, 97 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 9-1-1 oc bracing WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=900/0-841, 6=900/0-8.0 Max Horz 2=111(LC 12) Max Uplift 2=286(LC 12), 6=-288(LC 13) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-14511448, 3-4=-13021450. 4-5=1302/450, 5.6=14511448 BOT CHORD 2-10-41211264, 8-10=174/836, 6-8=-329/1264 WEBS 4-8-2041501, 5-8=323/243, 4-10-204/501, 3.10=323/243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; Cat. II; Exp 8; Encl., GCpl=0.18: MWFRS (envelope) gable and zone and C-C Exteffor(2) -1-0.0 to 2-0.0. Interior(1) 2-0-0 to 1041-0. Exterior(2) 10.6-0 to 13-6.0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcufrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will M 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 joints) except (p=Ib) 2=286, 6=286. This item has been electronically signed and sealed by Albani, Thomas, 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 coies. Thomas A. Albani PE No.3939 NiTak USA, Inc. FL Ceft HU 904 Parke East Blvd. Tamps FL 33910 Date: February 23,2018 A wARNINo . Varlfy dedan parametars and REAO NOTES ON THIS AND INCLUDED AdTEK REFERENCE PARE UX7473 rev. I&WI2015 BEFORE USE. Design valid for use only with MlTekm Connector This design Is bused only upon parameleri shown, and Is for on individual building component. nol a truss system Before use, me building designer must vent' the applicability of design parameters and property, Incorponu this design Into the everts building design. Bradno bdlaled It to Prevent budding of Individual thus web Andfor C A members only. Additional temporary and penmanerd ortdd9 M iTek' Is always requlMd for Nobody and to PreventvCollapse with Possible personal Injury and property damtpe. For general guidance regarding the nbrleallon, storage, dellvery, erection and bracing of tlUsss/ and truss systems, see ANSVTPIt Quality Criteria, O8840 and SCSI Building Component 6904 Pointe East Blvd Safety Information available from Truss Plate Institute. 216 N. Lae Street, Suss 312. Alexandria, VA 22314. Tamps. FL 36610 Jab Truss Truss Type Oty Ply IParkSq/ Sundance-1730-A T13325045 P1730A 82 HIP 1 1 b Reference footionall Mid-Flodde Lumber, Barlow, FL. S.130 s Sep 15 2017 Mrrek Industries. Inc. Fri Feb 23 13.14:19 2018 Page 1 ID:3zzrE5595gHBgKd ROwR80Yzkwee-GSf Y78DVxxHLXy3KUVoa68vkKm-_b8UN5CF2hxCzi FSo 4-9-4 9-0-0 12-0.0 I 16-2-12 21-0-0 I22 1-0-0 4.9.4 72-12 3-0-0 4-2-12 4.9.4 1-0-0 4x8 = 4x4 = Scale - 1:37.5 4x4 = 5x5 = 3x8 = 4x4 = 1 9-0-0 9_0.0 i 12-0.0 I 3-0-0 21-0-0 9.0 0 Plate Offsets (X Yl- 14:0.5-4 0-2-0I 110.0-2-8 0-3-41 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In Ioc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.15 9.16 1999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0 70 Vert(CT) 0.32 9-16 780 180 SCLL 0.0 Rep Stress Ina YES WB 0 18 Horz(CT) 0.04 7 n/a n/a SCOL 10.0 Code FBC2017frPI2014 Matfix-MS Weight: 104 lb 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) 2=9001041-0, 7-9001041-0 Max Harz 2=97(LC 12) Max Uplift 2--274(LC 12), 7--274(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-14621541. 34=11561427, 4-5=-974/424, 5-6=11491424. 6-7=-14611541 BOT CHORD 2-10---413/1288, 9-10- 213/971, 7-9=-42111288 WEBS 3-10=-361/246, 4-10--87/ 317, 5.9=811321. 6-9=-365/249 Structural wood sheathing directly applied or 4-6- 1 cc purlins. Rigid ceiling directly applied or 9-0-15 cc bracing. 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: BCOL-3 Opsf, h-25ft; Cat. II; Exp a; Encl , GCpI=O 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0.0 to 2-0-0, Interlar(1) 2-0-0 to 9-0.0, Exterior(2) 9-043 to 12-0.0, Interior(1) 16.4-11 to 22-0.0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-O wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=274, 7=274. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Alban PE No.39 11i78k USA, Inc. FL Cert $634 904 Parke East Blvd. Tampa FL 33810 Date: February 23,2018 0 wARNINo - VW/y aaslgn pamnafars and READ NOTES ON rNIS AND INCLUDED AOTEK REFERENCE PAGE M11a472 taw. tdOV2615 BEFORE USE Design valid for use only with MFTekO conretlars. This design Is based only upon parameters shown. and Is for an Individual building component, not a truss "am. Before use. the building designer must vaAfy the appllGblGly of design parameters and property I11eorp01 6 this design Into the ovens building design. Bracing indicated is to buckling of Individual truss web and/or chard members only. Additional temporary and permanent tracing M iTek' prevent Is always rapukred for stabady and toprevent collapse with possible personal "and property damage. Fat general guidance regarding the fabrication. storage, de1Mry. erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, 08649 and BCSI Building Component 6204 Parke East Blvd. safety Information available from Tuuss Plate Insllluta. 216N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, Fl 36610 Job Truss Truss Type Oty Ply Park Sq/Sundance-I MA T13325046 P1730A 82A HIP 1 1 e e all Mid-Flodda Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13.14,20 2018 Page 1 1 D:3zztE5595gH BgKdROwR6OYzkwee-keOxLUE7iFP886eW2CKpfLSvs9lmtxZFRvnEThiF 5n 1-0-0 4.9.4 9-0-0 12-0-0 16-2-12 21.0.0 1-0-0 4.9.4 4.2.12 3-0-0 4-2-12 4.9.4 Scale - 1.36 0 04 = 4x8 = 4z4 = 3x8 = 4x4 = 30 4x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code F13C2017rrP12014 REACTIONS. (lb/size) 7=839/Mechank:al, 2-90110.3-8 Max Harz 2=107(LC 12) Max Uplift 7=243(1-C 13), 2=-274(LC 12) CSI. DEFL. In (loc) Ildefl Lid PLATES GRIP TC 0.49 Vert(LL) -0.15 8-13 2-999 240 MT20 2441190 BC 0.71 Vert(CT) -0.33 B-13 >769 180 WB 0.19 Horz(CT) 0.04 7 n1a n/a Matrix -MS Weight: 102 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oC bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-14641550. 3-4=11521433, 4-5=9771432. 5-6-11541435. 6.7=14711546 BOT CHORD 2-10=-453M290. 8-10=238/978, 7-6=-44011298 WEBS 3-10-3651248, 4-10=-81/321, 5-8-491323. 6-8=-3731253 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,. BCOL-3.Opsf, h=25ft: Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-" to 9-0-0, Exterior(2) 9-0-0 to 12.0.0. Intenor(1) 16.4-11 to 21" zone;C-C for members and forces R 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 7=243. 2. 274. This item has been electronically signed and sealed by Albani, Thomas, 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 coies. . Thomas A. Albani PE No.303 0 MiTek USA, Inc. FL Cart $634 UU Parke East Blvd. Tampa FL 33110 Date: February 23, 2018 AWARNING - Vedly dedgn parameters and READ NOTES ON THIS AND INCLUDED asTEK REFERENCE PAGE sill-7472 rev. IM212015 BEFORE USE. Design valid for use only with MRak® connectors. This design la based only upon parameter* ofown, and Is for an 4MhMual building component, not a trust "am. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into in* Overall building design. Bracing Indlesdad It to prevam buckling of Individual Was web andlor diced members any. Motional temporary and permanent bracing MiTek Is always required far stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalton. storage, denary, erection and bracing of trusts& and truss systems, Sao ANSVTPII Quality Criteria. 03642 and SCSI Building Component e904 Parke East BW. Safmy InfomnUon avallable from Tens Put* Institute. 219 N. Lee Street, Suite 312. AlaxandtU. VA 22314. Tampa, FL 386 10 Job Truss Truss Type oty Ply Park Sq/Sundance-1730-A T13325047 P1730A 83 HIP 1 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL 8.130 a Sep 15 2017 MTek 1-0-0 ' 3-94 3.2.12 3.8-0 3." 3-2-12 08 = 1 5x4 II 4x6 = 4 20 5 21 8 Inc. Fri Feb 23 13.14.21 2018 1-0-0 ' Scale - 1.37.5 4)6 = 3x4 = 44 = 3x8 = 3x4 = 4x8 = LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frP12014 REACTIONS. (lb/size) 2-1778/0.8-0.8-1778I0-8-0 Max Harz 2.78(LC 8) Max Uplift 2=-821(LC 8). 8=421(LC 9) CS1. DEFL. in loc) Ildell Ud PLATES GRIP TC 0.43 Vert(LL) 0.16 11 999 240 MT20 2441190 BC 0.88 Vart(CT) -0.24 11 2-999 180 WB 0.27 Horz(CT) 0.10 8 n/a n/a Matrix -MS Weight: 108 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-343511631. 3-4-321811553. 4-5-322611591. 5.6-322611591. 6-7-3217/1553. 7-8-343411631 BOTCHORO 2-13-146013034. 11-13-133112871, 10.11-128912870.8-10=-1382/3034 WEBS 3-13-2531218, 4-13-218/705. 4-11-309/554. 5-11-524/379. 6.11-3101556, 6-10-218/703, 7-10- 253/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vu11= 140mph (3-second gust) Vesd=1108mph; TCOL=4.2psf; BCDL-3.Opsf; h=25f1; Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber OOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=1b) 2=821, 8=821. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 254 lb up at 7-0-0, 123 lb down and 142 lb up at 9.0.12. 123 lb down and 142 lb up at 1041-0, and 123 lb down and 142 Ill up at 11-11.4• and 219 lb down and 254 lb up at 14-0-0 on top chord, and 417 lb down and 213 lb up at 7-0-0, 89 lb down and 28111 up at 9-0.12, 89 Ib down and 28 lb up at 10-8.0, and 89 Ib down end 28 Ib up at 11-11-4, end 417 lb down end 213 Ib up et 13.11-4 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: 1-4- 60, 4-6=- 60, 6-9=-60, 14-17-20 Concentrated Loads (lb) Vert: 4-172( F) 6--172( F) 12=-70(F) 13=417(F) 11=-70(F) 5-123(F) 10=-417(F) 20-123(F) 21-123(F) 22-70(F) 2 r4 This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.39380 Milk 904 Parks East Blvd. Tampa FL 33910 Date: February 23,2018 Q wARNINO. vaNfy dssrgn p...wa and READ NorEs ON rf0S AND INCLUDED MITEX REFERENCE PAGE M0.7472 ray. 14111120/5 BEFORE USE. Design valid fat we only with MfTek® connectors This design Is based only upon parameters shown, and Is for an Indlvlawl buddng component, not a Imes system. Before use, the budding designer must verify me applicability of design parameters and properly Incorporate (his design Into the overall budding design Bracing Indicated Is to buckling of Individual truss web and/or Gard members only Additional temporary and permanent bracing M!Tek' prevent Is always rsquirad for stabilityand to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage• delivery. erection and bracing of frustrate and truss systems, see ANSI/rPlt Quality Cnterla, OSB49 and SCSI Building Component 6204 Parke East BM. Safety Information available tram Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A I T13325048 P1730A 83A HIP 1 1 Job Reference Mid -Florida Lumber, Bartow, FL. t." ' 3-9-4 3-2-12 380 4xB t.5x4 II 4 t8 5 19 8.130 s Sao 15 2017 MiTek Alice = Inc. Fn Feb 23 13:14 22 2018 Scale - 1:36.7 B A 44 = 3x4 = 5x8 = 3x4 = 44 = LOADING (psq TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 100 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Ina NO Code FBC2017frPI2014 CSI. TC ' 0.43 BC 0.89 WB 0.26 Matrix -MS DEFL. in (loc) Udefl Ud Vent(ILL) 0.16 10 999 240 Ved(CT) -0.25 10 >9% 180 Horz(CT) 0.10 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 108 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 2-11-15 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 4-10-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8-1717/Mechanical, 2-1780/0-3.8 Max Harz 2=87(LC 8) Max Uplift 8=-790(LC 9), 2=421(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=343711631. 3-4=-322111553, 4-5=3230/1594. 5.6-3230/1594, 6.7=-3225/1557, 7-8-343911639 BOT CHORD 2-11=-146913037. 10-11=-1341/2873, 9-10=1299/2877, 8-9=-1410/3048 WEBS 3-11-253/155, 4-11=223/685, 4-10-3101558. 5.10--524/379, 6-10=309/555, 6-9-228/688, 7-9=260/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf: SCOL=3.Opsf; h-25ft: Cat. It: Exp B: Encl., GCpi=0.18: MWFRS (envelope) gable end zone; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 to all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fill between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. This item has been7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 8=790, 2=821. electronically signed and 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 251 lb up at sealed by Albani, Thomas, PE 74).0. 123 lb down and 142 lb up at 9 12. 123 lb down and 142 lb up at 108.0, and 123 lb down and 142 Ib up at 11-11-4, and using a Digital Signature. 224 lb down and 251 lb up at 14-0.0 on top chord, and 411 lb down and 219 lb up at 7-0-0, 89 lb down and 28 lb up at 9-0-12. 89 Printed copies of thisplbdownand28lbupat1041-0. and 89 lb down and 28 lb up at 11-11-4. and 411 lb down and 219 lb up at 13.11-4 on bottom chord. The designiselection of such connection device(s) is the responsibility of others. document are not considered 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). signed and sealed and the signature must be verified LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 on any electronic copies. Thomas A. Albani PE No.38 Uniform Loads (plf) k1Rek USA Inc. FL Cert1831 Vert: 4 6= 80, 8 8=60, 12-15-20 f180d Padre East Blvd. Tamps FL 33810 Loads (lb) Concentrated Loads (I Vert: 4-177(F) 6=-177(F) 11=-411(F) 10=70(F) 5=123(F) 9--411(F) 18=-123(F) 19=123(F) 20=70(F) 21=70(F) Date: February 23,2018 A~-vNlo - vanity dselgn parameters and READ NGTEs ON /NOS AND INCLUDED Ia7EK REFERENCE PAGE MI&7472 rev. 1001113rl015 BEFORE USE. Design valid far use only with MRebB Connectors This design Is based only upon parameters shown. and Is an Individual building component. net a truss system. Before use, the building designer must verify the applicability of design parameters and property In ewporals this design Into nsotheoverall buIlding design. arselng Indicated Is to prevent buckling of Individual was web and/or Chord members only. Additional temporary and permanent bracing M ITek' Is always required tar stability and to prevenl Collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, denary, erection and bracing of trusses and truss systems, sea ANSIRPIt Dually Criteris, 03849 and BCSI Building Component 6e04 Parts East BM. Safety Information available from Truss Plate Institute, 218 N. Las Sit". Suite 312. Aexandda, VA 22314. Tamps, FL 36810 Job Truss Truss Type City Park Sq/ Sundance-1730-A IC: IPly T13325049 P 1730A C 1 MMON 1 1 Job Reference Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 Mirek Industries, Inc. Fri Feb 23 13:14:23 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-8Dv3zWG??Anm92N5jKtV4G_4TDNRy4J1h7tOv4zziF5k 1-0-0 4-10-0 _ _ 9-0-0 14-10.0 4-2-0 2x4 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-10-10 REACTIONS. (lb/size) 2=418/0-8-0, 6=352/0-1-8 Max Harz 2-76(LC 12) Max Uplift 2=-142(LC 12). 5=103(LC 13) 4x4 = CSI. DEFL. TC 0.29 Vert(LL) BC 0.29 Vert(CT) WB 0.08 Horz(CT) Matrix -MP FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= "5/203, 3-6-3831223 BOT CHORD 2-6=-121/342, 5.6=121/342 In (loc) Vdefi Ud 0.03 6.9 >999 240 0.04 6.9 >999 180 0.00 5 n/a n/a Scale - 1.19.2 PLATES GRIP MT20 2441190 Weight: 36 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 cc bracing. 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-3.0psf; h-25f1: Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0.0 to 2.0-0. Interior(1) 2-0-0 to 4-10-0, Exterior(2) 4-10.0 to 7-10-0 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joints) S. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 2-142. 5-103 8) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. This item has been electronically signed and sealed by Albani, Thomas, 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 coies. Thomas A. Albani PE No.38 0 M)Tak USA, Inc. FL Cart 8834 ON Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNING. Vedly design parameters and READ NOTES ON TIeS AND INCLUDED WrEK REFERENCE PAGE a10402 rev. tM31110ta BEFORE USE. Deep valid for use only with Waite connector*. This design Is based oily upon parameters shown, and Is for an Individual building component, not a truss "am Before use, the building designer must verity the applicabli y of design parameters and property Incorporate this design Into the overallbuodingdesignBracingIndicatedIstobucklingofIndividualtrussweband/or Word members only Addklonnl temporary and permanent brachia M iTek' preverd Is always required for stability and to prevent Collapse wall possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, D90419 and SCSI Building Component 8904 Parke East Bald. Safety Information evatlable from Tnas Plate Institute. 2la N. Lee SVeet. Suae 312, Alexandde. VA 22314 Tampa. FL 36610 Job Truss Truss Type oy Park Sol Sundarlce-1730-A IPly T13325050 P1730A C2 HIP 1 1 e ti al Mid-Flonda Lumber, Bartow. FL 8.130 s Sao 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:24 2018 1-0-0 1 3-0-0 3.8.0 2.4-0 Ix4 = 18 17 q 4x8 = 6.00 L12 Scale - 1:19.3 1e 5 3x4 6 2 Q. Idl 19 B 3x4 = 20 21 7 3x8 II1.5x1 11 2x4 = 3-0-0l3-" 0 341-0 9-0-0 2.4.0 Plate Offsets (X YI- 14:0-5-00-2-0I. I6:0.4.8.0-0-91 LOADING ( pan SPACING- 2-0-0 CSI. OEFL. In loc) 11den Lid PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.01 7-8 999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.20 Ven(CT) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Harz(CT) -0.01 2 file n/a SCOL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 41 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purllns. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-10-10 REACTIONS. ( lb/size) 6-35210-1-8, 2=418/0.8-0 Max Horz 6=59(LC 8) Max Uplift 6=186(LC 9). 2-187(LC 9) Max Grav 6=367(LC 2), 2-480(LC 19) FORCES. ( lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 4-6=-527/269, 3.4=564/288, 2-3--6631317 BOT CHORD 2-8=-2391557. 7-8=199/452, 6-7=-1991446 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-4.2psh BCDL=3 Opal, h=25ft, Cat. II; Exp B; Encl., GCpl= 0.18: MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pill 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 tell by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate at joint(s) 6. This item has been 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (n=lb) electronically signed and 6= 186. 2-187. sealed by Albani, Thomas, PE 9) Gap between Inside of top Chord bearing and first diagonal or vertical web shall not exceed 0.5001n. Using a Digital Signature. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 159 lb down and 110 lb up at Printed copies Of this p11-4-0, 71 Ill down and 52 lb up at-13.2-0, 172 lb down and 117 lb up at-14-11-4. 77 lb down and 104 lb up at 2-4-0, and 35 ID document downand50lbupat4-2-0, and 84 lb down and 103 lb up at 6-11-4 on top chord, and 104 lb down and 8 lb up at-11-4-0. 52 lb are not considered down and 4 lb up at-13.2-0, 127 lb down and 6 lb up at-14-11-4, 44 lb down and 25 lb up at 2-4-0, and 25111 down and 13 lb up signed and sealed and the at 4-2-0, and 72 lb down and 28 lb up at 5.11-4 on bottom chord. The design/selection of such connection device(s) is the signature must be verified responsibility of others. on any electronic Coppies. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A. Albani PE No.39180 LOAD CASE(S) Standard MITek 1l9A, Inc. FL Cart U34 SM Parke East Blvd. Tampa FL 33910 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Data: February 23,2018 AWARNING - Waft daargn parameters and READ NOTES ON TMS AND INCLUDED a6TEK REFERENCE PAGE 1110-7173 rn. IGAMO/S BEFORE USE. Design valid for use only with Mrakm connectors. This design Is based only upon parameters shown, and Is for an kWlvldual building Component. not a buss system. Before use. the building designer must vanity the appikabllly of design parameters and properly Incorporate this design Imo the overall bulding design Brecing mdlCated Is to prevent buckling of IndhAduel truss wall "or Chord members Only AdddlONl tamporary and permanent bracing M iTek' IsswaysrequiredforstabldyandtopreventCollapsewithpoWtYepersonalInjuryandpmpariydamageForgeneralguldanaregardingthefabrication. storage, delMry. aradbn and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Imormadon avadeble from Truss Plate Institute. 216 N. Lao Street, Suits 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply I IParkSq/ Sundance-1730-A T13325050 P1730A C2 HIP 1 1 Job Reference (optionall Mid-Flodda Lumber, Bartow, FL. LOAD CASE(S) Standard Uniform Loads (plo Vert, 4-6-60, 34=-80, 1-3=-60, 9-13-20 8.130 s Sep 15 2017 MfTek Industries, Inc. Fri Feb 23 13:14:24 201a Page 2 10:3zzrE55g5gHBgKdROwR6OYzkwee-cPTRArHemUvddiyH H2O1pBdd5nodpnkrM V,ISCOziF5) WARWHO - VW/y design parameters and READ NOTES ON TONS AND INCLUDED MITEK REFERENCE PA E NIPT473 rev. 1d lwars BEFORE USE. waaw Design valid for use only with MITek® connectors This design Is based only upon parameters shown, No Is for an Individual building CNmponeru, not a• a truss system. Before use, the building designer must verily the applicability of design parameters and property Indorporate this design Into the averse building design Or" bldlcated Is to budding of Individual trust web and/or Metd members only. Addelonal temporary and permanent bracing M iTe k' prevent Is always required fa stability and to prevent collapse with possible personal Injury and properly damage For general guldance regarding the htakallort, storage. delivery, madion and braWq of trussts and truss systems, nit ANSVTW7 Quality CMeAs, 08842 and SCSI Building Component 6204 Parka East Blvd. Salety Information available hom Teas Plats Institute. 218 N Lee Sited. Suhe 312, Aleandde. VA 22314 Tamps. FL 36610 Job Truss Truss Type oty Ply I IParkSq/ Suridarm-1730-A T13325051 P1730A CJ1 JACK 18 1 Job Referencet Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13.14 25 2018 Page 1 10:3zzrESSgSgHBgKdROwR6OYzkwee-Scl gOBIGXn 1 OFtWrglv_MP9s8ABnYEi_aAV78sziF51 Md d 2x4 = Scale a 110 i f-0-0 1-0-0 I LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(L-) -0.00 5 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.01 Ven(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 Na n1a BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oe puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-3.8, 4=- MMechenical Max Horz 2-41(LC 12) Max Uplift 3=-7(LC 12). 2=58(LC 12) Max Grav 3=10(LC 19). 2-130(LC 1). 4=12(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph; TCOL=4.2psf; BCOL=3 Opsf; h=25f : Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) gable and zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 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 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) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.39T0 Wale USA, Inc. FL Cart UU 904 Parke East Blvd. Tampa FL 33910 Date: February 23,2018 QWARNINO - Verify desggn parameters and READ NOTES ON TN S AND INCLUDED AGTEfr REFERENCE PAOE AOP7Q3 rev. I&VWOre BEFORE USE. we Design valid for use only with Wake connectors. This design It based anly, upon paramatent shown. and Is for an Individual building Component, not a tout system Before use, the building daelgnar mutt verily the appllcabikty of design parameters and property IrWOrporate nds design Into the overact building design Bradng MCAded Is to prevent buCknng of Individual Inns wab anNar Chord memWre ehly. Additional larnowary and permanent bradng MiTek' dy and property For general guidance regarding theIssNrayerequiredfarstabildyandtoosupreventCollapsewithpblepaleenalInpdamage. fabrlCIRLIM. storage, delMry, arerslen and bradrg Of vuuet and buss systems, see ANSMII Quality Criteria, 096411 and SCSI Building Component 6904 Parke East Blvd Safety Information avaltable from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38610 Job Truss Truss Type Oy Ply Park Sty Sundance-1730-A T13325052 P1730A CJ3 JACK 14 1 ail Reference (ontionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mi rek Industries, Inc. Fri Feb 23 13:14:26 2018 Page 1 ID 3zztE5595gH8gKdROwR6OYzkwee-2obCbX1ul59Ls15gOTRDud1XeV7Hhy7pgE2gIzIF5h 1-0-0 3-0-0 1-0-0 3-0-0 Scale. V-1, 2x4 = 3," 3-" LOADING (psi) SPACING- 2-0.0 CSI. OEFL. In loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Inc YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 100 Code FBC2017frPI2014 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 purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 3=71/Mechanical, 2=188/0-3.8, 4-36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3-52(LC 12). 2=-64(LC 12). 4=4(LC 12) Max Grav 3=71(LC 1), 2-188(LC 1). 4-52(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; Cat. 11; Exp B; Encl.. GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a.10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 24.0 wide wlll fit between the bottom chord and any other members. 4) Refer to girder(s) for bass to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.36 0 MITek USA, Inc. FL Cart 66U 004 Parke Eat Blvd. Tampa FL 33810 Date: February 23,2018 Q ivs—N0. VaAry dsslpn gramersrs and READ NOTES ON TNIS AND INCLUDED AeTEN REFERENCE PAGE 610-7472 rev. IGV VIO/6 BEFORE USE. Design valid for use only with Mfreka connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss "am. Before use. the bustling designer must verify the apparAblety of deep parameters and properly incorporate this design Into the overall building deelgn Bracing Indicated Isla buckling of kndhddual was web andlot chord members any Adddlonal temporaryand permanam l -, g M Tek' preventIs always rquked to aabgay and to prevent colupsa with paekae pertanak WwY and prepany damage For general guidance regarding the tabrkalion, storage, delivery. radtlon and bracing of hussss and truss systems, me ANSVTPII Quality Cohorts. 08842 and SCSI Building Component 1901 Pium East Blvd Safety Information Available from Truss Plate Institute. 216 N. Lee Street, Suite 31Z Alexander. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply IPatkSq/ Sundanoo-1730-A T13325053 P1730A CJS JACK 14 1 b Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:14 26 2018 Page 1 ID:3zzrESSSSgHBgKdROwR80Yzkwea-2obCbXlu159Ls 15gOTROudzwaS6Hhy7pgE2glziF5h tg5-0-0 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 032 TCOL 10.0 Lumber DOL 1.25 BC 0.26 SCLL 0.0 Rep Stress Inv YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2-264/0-3-8, 4=64/Mechanical Max Horz 2-130(LC 12) Max Uplift 3-94(LC 12), 2=-80(LC 12). 4=6(LC 12) Max Grav 3-127(LC 1), 2=264(LC 1). 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Seale a 1.17.3 DEFL. In (loc) I/de8 L/d PLATES GRIP Vert(LL) 0.04 4-7 >999 240 MT20 2441190 Vert(CT) -0.06 4-7 >988 180 Horz(CT) -0.00 3 n/a n/a Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling direly 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.Opsf; h=25ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extenor(2) -1.0.0 to 2-0-0. Interlor(1) 2.0-0 to 4-11-4 zone:C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcument 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-G-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.39 Wait USA, Inc. FL Cart 46U OU Parke East Blvd. Tampa FL 33810 Date: February 23,2018 AWARNINO - verify design parameters and READ NOTES ON TNIS AND INCLUDED AUTEK REFERENCE PAGE MM17472 rev. 1ae3/2015 BEFORE USE. Design valid for use any with MUM Connectors. This design Is based only upon pwmaters Shawn, and Is for an Individual building Component, not a truss system. Before use, the budding designer must varify the SWIGS lbty of design parameters and prapady, Incorporate this design Into the overall budding design. Bracing inked Is to prevent bueWing of Individual truss web and/or Chord members only. Additional temporary She parmadent W" M iTe k' Is always required for stabady and to prevent Collapse with possible personal Injury and properly damage. For general guidance raganting the fabrkatfon. Storage, delivery, aranbn and bracing of trustees and truss systems, see ANSM11 Quality Crawls. 08642 and SCSI Building Component 6904 Ps" East Sled Sefaty Infontradon available from Truss Plate Institute. 218 N. hoe Street. Suds 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730•A T13325054 P1730A F1 ROOF TRUSS 3 1 b Reference lootionall Mid-Flodde Lumber. Bartow. FL 8.130 a Sep 15 2017 MTek Industries. Inc. Fri Feb 23 13 14 2a 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-VBiy0DK8giP36KF2WUThz 1 nCUO_glSgOHBjglBziF5f 0-1-8 H 111 1'1i111 Scdib 1.50.0 04 = 3x4 = 14 = lx3 tx3 = I'd II 3x8 FP = 04 = 4)A = 3x4 = 14 II 14 = 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 I 113 32 31 30 29 28 27 26 25 24 23 2221 20 19 18 17 1s bd II 04 = tx3 II 4x4 = 414 = 4x8 = 34 FP = Ix3 II 3x4 = 14 II 30 = a." 14.10.12 hB-10.12( 12+1.12 29.10- 13.74 r ,i 1 B80 2.1.12 1 3-0 26-0 28-0 1 4 a Plate Offsets (X.YI- 11:Edae.0.1-81.115:0.1-8.Ednel LOADING (psq SPACING- 2.0-0 CSI. DEFL. in (be) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 083 Vert(LL) 0.15 29-30 999 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.20 29-30 >973 240 BCLL 0.0 Rep Stress Ina YES WB 0.63 Horz(CT) 0.04 16 n/a n/a BCDL 6.0 Code FBC2017/TPI2014 Matrix-S Weight: 152 lb FT - 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(0at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purtins, BOT CHORD 2x4 SP No.2(0at) 'Except' except end verticals. 16-22: 2x4 SP No. I(eat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(0at)'Except' 1-32.15-16: 2x4 SP No.2(8at) REACTIONS. (lb/size) 32=750/048-0, 16=577/0-8-0, 24-1918/0.8-0 Max Grav 32=779(LC 3), 16=660(LC 4), 24-1918(LC 1) FORCES. (lb) - Max Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-32=773/0, 15.16=-651/0, 1-2=-729/0, 2-3-177510, 3-4=2253/0, 4-5=-2253/0, 5.7=1939/0, 7-8=1068/71, 8-9=0/811, 9.10=011049. 10-11-10491537. 11-12=1543/212, 12-13=-1543/212, 13-14-1415/0, 14-15=596/0 BOT CHORD 30.31 = 0/1405, 29-30=0/2112, 28-29=0/2253, 27-28=0/2253, 26.27=0/1631, 26-26=-2831475. 24- 25=-175110, 23-24-175110, 21-23=792/626, 20-21-21211543. 19-20=-212/1543, 18-19=10/1610, 17-18=W1165 WEBS 9- 24=-1889/0, 1-31=0/991, 2-31=-94010, 2- 30=0/51S. 3-30=469/0, 3-29=-1221337. 15.17=01810.9-23=0/1124, 14-17=-778/0. 10-23- 103210, 14-18=21/362, 10-21-0n30, 13-18=272/118, 11-21=-888/0, 13.19=42010, 11-20= 0/293, 9-25=011313, 8-25=1237/0, 8-26=01873, 7-26=-82710, 7-27=0/499, 5-27=-612/ 0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 0 WARNINO . Vadfy deslgn parametara and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE ee1403 rev. 10.02/20f a BEFORE USE. Design valid for use ony wen MRek®wnnecters. This design Is based only, upon parameters shown, and Is for an Individual building cot ttponent, net a truss system. 8e1ero use, the building designer ritual verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buekMg of Individual truss web and/ or chord members omy, Additional temporary and permanent bracing Is always required for stability and to prevent donapse with possible pentoral Injury and property damage Far general guidance regarding the Isis kstIon. storage, delivery. erection and bracing of vusus end truss systems, see ANSVrFI1 Dually Criteria, OSS4 2 and SCSI Building Component safety Information available from Truss Plate Institute. 21a N Lee Street. Suite 312. Nexandda, VA 22314 This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No. 393 0 MiTak USA, Inc. FL Cart 66U OU Parks Eat Blvd. Tamps FL 33610 Date: February 23,2018 EF MiTek' 6904 Parke East Blvd Tampa, FL 366110 Job Truss Type Oy Park Sq/ Sundance-173QA PL IPly T13325055 P1730A F1A E 1 1 all Mid -Florida Lumber, Bartow, FL ake a tju s sap to zuv mttett Inausmes. Inc. rn red za ts•ta:za zuta rage t ID.3zzrE55SSgHBgKdROwR6OYzkwea-zNGKFZLmbOYwjUgF3b wWFKYWOYhU2AaVoTDHdziF5a o-ke Scale. 114'=V i i i i i - I t7 O dd 4L J i7 10-11.4 1 0-10-11 12.3.4 eau 24.64 25-7.426.11.4 1.7.4 ' 1-4-0 ' 1.4-0 ' 14-0 ' 1.4.0 ' 14-0 ' 14-0 0-0-e ' 044 8-10-W 14-0 14-0 04ee-0 1-4-0 ' 1.4-0 ' 14-0 ' 14-0 0-210 14.0 ' 1.4-0 0-210 041.2 ' 1.2•4 1.2-0 0-7.140-1-12 14-0 ' 1.74 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grlp DOL 1.00 Tc 0.11 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 8CLL 00 Rep Stress Ina YES WB 0.03 Horz(CT) 000 25 n/a n/a BCDL so Code FBC2017/TPI2014 Matrix-R Weight: 127 lb FT - 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(8at) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 29.10.8. Ib) - Max Grav All reactions 250 lb or less at )oint(s) 48. 25, 37, 38, 39, 40. 41. 42, 43, 44, 45. 46. 47, 36. 35, 34, 32, 31. 30. 29, 28. 27. 26 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) All plates are tx3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.3939 MITak USA, Inc. FL Cart 6634 6204 Parke East Blvd. Tampa FL 33110 Date: February 23,2018 Q wAfimmla - varmy deafgn parameters and READ NorEs ON rmS AND INCLUDED M TEK REFERENCE PAGE Ma7472 rev. 14002/20/0 BEFORE USE. ' Design valid for use only with MtTela® connectors This design Is eased only upon parameters shown, and Is for an IndMdual budding component, not truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall Oueding design Sracing Indicated Is to prevent buckling of Individual truss web andfor Mon members only Additional temporary art parmanant 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 wales and truss systems, see ANSIITPII Quality Criteria, OSS42 and SCSI Building Component 6904 Parka East aid. Safety Information available from Trust Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tempo. FL 366 to Job Truss Truss Type Oy Park Sq/ Sundance-1730-A JPIy T13325056 IP1730AF2ROOFTRUSS41 ob e e Oo all mla-f•fonea Lumber, Ifanow. I-L. 0-1-8 H P4:9—I 4x4 = Ix3 ba = 1 t321 30 29 1.Sx4 II 4x6 e 1 du a veep i b tut t am i ea induamea, inc. rn reo 40 tit: w.au a t o rage r I D.3zzrE5595gHBgKdROwR6OYzkwee-RZgjRvMOMKgnLePRdIV93SsZ2BI0DLIjkSCmp3ziF5d 1.1 4 PLAN Seale = 1.43.1 44 = 3x4 = 4x4 = 18 FP = 3x4 = 4x4 = 3x8 2 3 4 5 8 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 18 15 3x4 = 3x8 MT20HS FP = 1x3 11 14 II 4x4 = 4x8 = 3x10 = 1 5x4 1114 II 4x4 1.5x4 SP = LOADING (psf) SPACING- 2-" CSI. DEFL. In (loc) Ildefl Lid TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -030 24-25 >799 360 TCDL 10.0 Lumber DOL 1.00 SC 0.97 Vert(CT) -0.42 24-25 >583 240 BCLL 0.0 Rep Stress Ina YES WB 0.68 1 Harz(CT) 0.06 19 n/a We SCOL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No 2(8at)'Except' TOP CHORD 9. 14: 2x4 SP DSS(flat) BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD 15- 26. 2x4 SP No.10(flat) WEBS 2x4 SP No.3(flat) REACTIONS. ( lb/size) 30=976104-0. 15=25310-3.8, 19=2079/0-3.8 Max Uplift 15=-483(LC 3) Max Grav 30=977(LC 10), 15=160(LC 4), 19=2079(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-971/0, 14-15=-1681456, 1-2-94310, 2-3=2399/0, 3-4-326310, 4-5=355210. 5. 6-3440/0,6-7-291810,7-8=-1795/0,10.11=0/2474,11-12-012474,12-13=011396, 13- 14-451592 BOT CHORD 28-29=0/1821. 27-28=0/2949, 25.27=0/3559, 24-25=013440. 2324=0/3440, 22-23=0/3440, 21- 22=0/2480, 20.21=0/1079, 19-20=-1074/0, 18-19=-139610, 17-18-1396/0, 16-17=-1396/0 WEBS 1-29=0/1282, 10-19-187210, 2-29=-1221/0, 10.20=0/1431, 2-28=0/804, 8-20--1378/0, 3.28=-765/0. 8- 21-011010, 3-27=01437, 7-21-966/0. 4-27-41210. 7-22=0/634, 6-22-81110. 5-25= 2411392. 5-24=329/80, 6-23=-611350, 14-16=789160, 12-19=1618/0, 13. 16=0/1093, 12-18=0/545, 13-17=569/0 17 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 136 lb FT - 20% F, 11 %E Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 26 = 11% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 cc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A Albani PE No. 36 MITak USA, Inc. FL C4rt 4634 204 Parka East Blvd. Tampa FL 33610 Date: February 23,2018 Q wARNINO - Vad1y dastge parunat. and READ NOTES ON rIOS AND INCLUDED WTEK REFERENCE PACE MIF7473 rev. 10412/201e BEFORE USE. Design valid for use only with MfTekb connectors This design Is based only upon parameters shown, and is lot an kldNWusl buading component, riot a truss system. Bafora use, the building designer must verify Iha applicability of design parameters and property Incorporate this design Into the oaratl bting design. Bracing Indicated Is to buckling of Individual buts web andtor chard members only. Additional temporary and permanent braGlig Welk' prevent a ways requited forstabdoy and to prevent collapse with possible personal Injury and property damage. For general guldence regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality CAterts, DS642 and BCSI Building Component 6204 Parke Fast Blvd. Safety Information aaWble from Trust Plate Institute. 218 N. Lee Sit". Suite 312. AlexandM. VA 22314 Tamps. FL 36610 Job Truss Truss Type Oy Ply Perk Sq/Sundance-1730-A T13325057IP1730AF2AROOFTRUSS11 job Reference (c Mid-Flodde Lumber, Bartow, FL. 0.1.8 HI 1134 4x4 1x3 = Ito = 3x4 1 2 t3O e 13D a Sep 1 b 2ol r MI i etc 1nausmes, Inc. I-n Feo 23 i:1:14::f 1 Lulu rape i ID:3zzrE5595gHBgKdROwR6OYzkwee-vm05eFM16doezo dB000bgPixb?nylBsz6yKMWztF5c Scale = 1:43 2 4x6 = 3x3 = 3x3 = 34 = 3)a = 3x4 = 34 FP = 4x6 = Bx6 = 4x8 = 18 = 3 4 5 6 7 6 9 10 11 12 13 1.Sx4 11 4x6 = 3x4 = 3x6 MT20HS FP = Ila II 1.5x4 II 3x4 = 4x6 = 4x8 = 4x8 = 4x6 = 34 II 1.5x4 SP =34 = 64 = 310 = 17 LOADING (par) SPACING- 2-0-0 CSI. DEFL. in (toe) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) 031 22-23 >812 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 042 22-23 >591 240 MT20HS 1871143 BCLL 0. 0 Rep Stress Inv NO WB 0 83 Horz(CT) 0.05 17 n/a n/a BCDL 5. 0 Code FBC2017f P12014 Matrix-S Weight: 134 lb FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) TOP CHORD Structural wood sheathing directly applied or 5.8-7 oil purlins, BOT CHORD 2x4 SP No.2(flat)'Except* except end verticals. 14-24: 2x4 SP DSS(flat) BOT CHORD Rigid calling direly applied or 10.0-0 oc bracing, Except: WEBS 2x4SPNo. 3(flal) 6-0-0ocbracing: 17-18,16-17,15.1S. REACTIONS. (Ib/size) 28-946/0-3-8, 14=257/5.5-0, 17-4771/5-5-0, 15=-479/5.5-0, 16=415/5-5.0 Max Uplift 14= 257(1-C 1). 15=479(LC 1), 16=415(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 28-940/0, 13.14=0/259, 1-2=-910/0, 2-3=-2302/0, 3-4=310410. 4-5-332610. 5.6=-3095/ Q 6-7=2380/0, 7-8=106&0. 8-10=01837. 10-11-0/3363. 11-12-012499. 12-13=01416 BOT CHORD 26. 27=0/1757, 25-26=0/2817, 23.25-0/3379, 22-23=0/3095, 21-22=013095. 20-21=0/3095, 19-20=011831. 18-19=0/ 254, 17-18-1934/0, 16-17-3363/0, 15-16=1317/0 WEBS 11-17=3432/0, 1- 27=0/1236, 10-17-1903/0, 2-27=1178/0, 10-18=D/1526, 2-26=0/759, 8-18=1517/0, 3.26- 717/0, 8-19=0/1130, 3-25=0/398, 7-19=-1063/0, 4-25=-383/0, 7-20=0(765, 6-20=- 1024/0, 5.23 154/503, 5.22-386/10, 6-21=0/414, 13-IS-554/0, 12-15=0/1252,12-16=- 1644/0,11-16=0/1749 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) The Fabrication Tolerance at joint 24 = 11% 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 14, 479 lb uplift at This item has been joint 15 and 415 lb upliftatjoint16. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X W) nails. electronically signed and Strongbacks to be attached to walls at their outer ends or restrained by other means. sealed by Albani, Thomas, PE 6) CAUTION, Do not erect truss backwards. using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Deed + Floor Live (balanced): Lumber Increases 1.00, Plate Increase=1.00 document are not considered Uniform Loads (plf) signed and sealed and the Vert: 14-28=10, 1-13=- 100 signature must be verified Concentrated Loads (lb) on any electronic copies. Vert: 11- 1775 Thomas A. AlbaniPENo.30310 MITek USA, Inc. FL Cart 6134 6904 Perks East Blvd. Tampa FL $ 3410 Date: February 23,2018 Q wARNINo • Vsrlty design pare nears and READ NorES oN T BS AND INCLUDED MIT EK REFERENCE PAGE 11B4747.1 taw. rdN3Q0re BEFORE USE. Oesgn valid for usa only with MITekm Connectors This design Is bused any upon parameters shown, and Is for an Individual building eomponam, not a truss system. Before use, the building designer must vent' the applkAbIdly of detlpn parameters and property ulaarpanno this design Into the overall building design Bratlng Indicted Is to prevent buckfing of Individual truss web and/or Uerd members only. Additional temporary end Permanent braNng M ITek' Is always required for stability, andtopreventCollapsewithpossiblepertainInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, aradlon and or*" of trusses and truss systems, see ANSUTPII Quality Criteria, OS&6e and SCSI Building Component bald Parke East Bed. Safety Information available from Trust Plate Institute, Ills N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Park Sq/Sundance-1730•A 10ty ty I T13325058 P1730A F3 ROOF TRUSS 3 1 0 (optional) Mid -Florida Lumber, Bartow, FL. 0-1-8 H F 1' I t321 4x4 = ba ba = 3x4 = 1 2 3 4 1i 2 5 a e.l Ju a Sep 1b zuI r Mii ex Inousines. Inc, rn reD [J 1J iq.JL Lu to rage r ID:3zzrE5595gH BgKdROwR6OYzkwee-NyyTsbNkvWVayZplVd8tyvm7MghFYOBmhtuyziFSb Stole = 1:425 4x8 = 4x4 = 3x8 FP = 3x4 =4x4 = 3)9 = 7 a 9 10 11 12 13 14 30 29 28 27 28 25 24 23 22 21 20 19 18 17 18 15 1.5x4 11 4)9 = 30 = 3x8MT20HSFP = lx3 11 14 11 4x4 = 4x8 = 4x8 = 2x4 11 4)9 = 1.5x4 SP = 1x3 II LOADING (pan SPACING- 2-0-0 CS1. OEFL. in (loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.29 24-25 >851 360 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.39 24-25 >620 240 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.05 19 n/a Na BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD 9.14 2x4 SP DSS(Rat) BOT CHORD 2x4 SP No.2(ftat) 'Except' BOT CHORD 16-26: 2x4 SP No. 1D(8at) WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 30=9471041-0, 15=42310-3.8. 19-223910-3.8 Max Uplift 15=-632( LC 3) Max Grav 30-949( LC 10), 15=93(LC 4), 19=2239(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30= 943/0, 14-15=-1001609. 1-2-91310. 2-3=-231110. 3-4=3117/0, 4-5--3348/0, 5-6=3192/0, 6-7=-2626/ 0, 7-8=1445/0. 8-1020/413, 10.11=0/2884, 11-12=0/2884, 12-13=0/1692,13.14=0/ 758 BOT CHORD 28-29=011762, 27-28= 0/2831, 25.27=0/3386, 24-25=013192, 23.24=013192. 22-23=0/3192, 21-22=0/2157,20.21=0/700,19.20-1466/ 0.18-19-1692/0.17-18=-1692/0. 16-17=-169210 WEBS 1-29=0/1240. 10.19=-1899/ 0. 2-29=- 118110, 10.20=0/1464, 2-28=0/764, 8.20=-1417/0, 3.28=-724/0, 8-21=011047, 3.27-0/397, 7-21-999/0, 4-27=374/0, 7-22=0/662, 6-22--85010, 5-25=-197/431, 5-24=-348/60, 6.23-40/368, 14-16=-1009/0, 12-19=176610. 13-16=0/1270, 12-18-0/628, 13-17--654/0 17 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 135 lb FT - 20%F, 11 %E Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oC bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 26 - I I% 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint IS. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.393 0 M(Tak USA, Inc. FL Ceti 8834 8904 Parke Eat Blvd. Tamps FL 33810 Date: February 23,2018 O WARNINO - Verify daffpn peramstan and READ NOTES ON TtdS AND INCLUDED AdTEK REFERENCE PACE al&7473 rev. VOe3R0ta BEFORE USE. Deep valid fat we only with M1Tela® connectors. This design Is based only upon parameters shown, and Is for an Individual bidding Component. not a truss system. Before use, the buadbip designer must vadfy the applkatNaty or design parameters and property incorporate this design Into the ovens buadlnp design. BnWp indicated Is to prevent buexling of Individual truss wee anNbl chard members any. Additional temporary and permanent dosing M iTe k' Is atways rpuired for aabnay and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delMry, election end brading of trusses and truss systems, sae ANSVTPII Quality Cnterla, 09842 and SCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 21a N Lae Sir". Suite 312. Alexandria, VA 22314 Tampa. FL 36810 Job Truss Truss Type Oy Ply Park Sq/Sundance-1730•A T13325059 P1730A F4 ROOF TRUSS 2 1 J It Reference a Mid-Flodda Lumber, Barlow, FL. 0.1.8 H 1-1 15 4 4x8 = 14 = 1x3 = 4x4 = 1 2 a.13u a Sep ZUl / MI f eK Inaustnes. Inc. 1'n Feld "z3 13:14.33 Me Page 1 10.3zzrE5595gHBgKdROwR80Yzkwee-s8MwOHeF2LC6801 R3sg5UOiP13OhD900R000ziF5a 1f .4-8 i lid II 3 4 5 8 7 Scale = 134 8 16 FP = 4x4 = 4u$ B 9 10 11 q4 1.Sx4 II 4x8 = 3xfi MTISHS FP = tx3 11 4x4 = 41® _ 4x4 = LOADING (psf) SPACING- 2-" CSI. DEFL. In (loc) VdeO Lid TCLL 40.0 Plate Grip DOL ' 1.00 TC 093 Vert(LL) -0.41 16-17 >607 360 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.56 16-17 >443 240 BCLL 0.0 Rep Stress Ina YES WB 0.73 Horz(CT) 008 12 We We BCOL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORO 2x4 SP No.2(0at) TOP CHORD BOT CHORD 2x4 SP No. I(flat) *Except* 12-20: 2x4 SP DSS(0at) BOT CHORD WEBS 2x4 SP No.3(0at) REACTIONS. (lb/size) 23-113110-8-0, 12-1131/04.0 FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23-1124/0, 11-12-1123/0, 1-2=1108/0, 2-3-288710. 3-4-4047/0. 4-5=-476810, 5-6=476810. 6-7-467910, 7-8=-4084/0, 8-10-2920M. 10-11=-115e10 BOT CHORD 21-22=0/2144, 19-21-0/3596, 18-19z/4495, 17-18-0/4768, 16-17=D/4768, 15-16=0/4526, 14-15=013621.13.14=0/2191 WEBS 11-13=0/1541. 1-22-0/1508, 10-13=-1436/0. 2-22-1442/0, 10-14=011014, 2-21=0/1033, 8-14-976/0. 3-21-987/0, 8-15=01644. 3-19=0/627, 7-15-615/0, 4-19=-624/0, 7-16-271397. 4-18-851871, 6.16=-468/234 PLATES GRIP MT20 2441190 MT18HS 244/190 Weight. 108 lb FT = 20%F, 1196E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling direly applied or 10-" cc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oil and fastened to each truss with 3-10d (0.131' X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.393 MITak USA, Inc. FL Cart 46U 904 Parks East Blvd. Tamps FL 33910 Date: February 23,2018 QWARNINO • Vadfy design parameters and READ NOTES ON MS AND INCLUDED aaTEK REFERENCE PAGE MO.7473 rev. IMM01e BEFORE USE. Oasign valid for use only with Wekm mnnetlae This design Is based any upon parameters shown. she is for sn Individual building Component. cal a trusts system. Before use, the building designer must verity the applkablllly of design parameters sod property Incorporate this design Into the overall building design. Bradna indlefited it to prevent bueNIM of Individual truss web and/or lord members only. Additional temporary and permanent bracing M iTek' Is akvays required for stability and to praverd Collapse with possible personal propertyandpropedamage. For general guidanfe regarding the tabrksllon, storage, delivery, eracilen and bracing at trusses and truss systems, toe ANSVTPIt Quality Criteria, OS&aa and SCSI Building Component e1104 Parka East BM. Safety Information available from Truss Plate Institute. 21a N. Lee Street. Suits 312. Alexandria. VA 22314. Tamps. FL 3611110 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A T13325060 P1730A FS ROOF TRUSS 4 1 Job Reference Mid -Florida Lumber, Bartow. FL. 0.1.6 H 1-0 5 4x8 14 = 1x3 = 4x4 = 1 2 0I lx3 II 3 4 5 6 e.l:fu s Sep 1 S zul I Mt t ex Industries. Inc Fn reo zit 10: 14:j4 zYl d rage I ID,3zzrE5S9SgHBgKdROwR6OYzkwee-KK3DHGPvPYACgFlCs8a5DI1D_p0f97pJf4A zrziF52 Scale = 1:33.8 16 FP = 4x4 = 416 = 7 6 9 10 11 1.5x4 II 4x8 = 3x6 MT20HS FP = 1x3 II 4x4 = 4x8 = 1 Sx4 SP = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) 0.38 16-17 625 360 TCOL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) 0 53 16-17 456 240 BCLL 0.0 Rep Stress Inrr YES WB 0.71 Horz(CT) 009 12 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) *Except* 12-20: 2x4 SP No. 1(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 23=1100/0.7-4, 12=1100/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1093/0, 11-12=-1093/0, 1-2-1075/0, 2-3=-2789/0, 3.4=3889M. 4-5=452210, 5-6=-452210. 6-7=-4453/0, 7-8=3922/0, 8-10=2821/0, 10.11-1123/0 BOT CHORD 21-22=0/2079, 19-21=0/3468, 18.19--W4301, 17-18-0/4522, 16-17=0/4522, 15.16=0/4331, 14-15=013491. 13.14=0/2124 WEBS 11-13=0/1495, 1-22=0/1461, 10-13=-1392/0, 2-22-1397/0, 10-14=0/970, 2-21=0/988, 8-14=932/0, 3-21=94510, 8-15=0/599. 3-19=0/586, 7-15-569/0, 4-19=-572/0, 7-16-70/352. 4-18=117/569. 6.16=385/220 PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 106 lb FT - 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc putlins, except end verticals. Rigid ceiling direly applied or 10.0-0 oc bracing, Except. 2-2-0 oc bracing: 19-21,17-18,16.17. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at joint 20 = 11 % 5) Refer to girder(s) for truss to truss connections 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strangbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A Albani PE No.393 0 Wilk USA, Inc. FL C9Q 8BU NU Parke East Btvd. Tamps FL 33810 Date: February 23,2018 0 wARNINo - Verity dower, parameters and READ NOrEs ON nos AND INCLUDED AeTEK REFERENCE PACE 11111.7472 rev. 1 ddL2015 BEFORE USE. wwww Deep valid for use only with MfTak® connectors. This design Is based only, upon parameters shown. and Is for an Individual building componara, net w' applicabilitytrusssystem. Before use, the budding designer must verify theapplicability of design parameters and property Incorporate this design Into tine "Wall Dulling design. Bracing Indicated Is to prevent buckling of Individual Was web anNor snots members Only. Additional temporary and permanent bracing M iTe k' Is atweys repufred for stability and to prawn collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, 03849 and SCSI Building Component 6904 Parke East BM Barely Information available from Trust Plate Institute. 210 N. Lee Street. rude 312. Alexandria. VA =14. Tampa, FL 366 to Job Truss Truss Type oty Park Sq/Sundanoe-1730-Aly T133250fi1 P1730A F7 ROOF TRUSS 1 1 ee oall Mid-FlOnda Lumber, tdarlow, I-L. 2 a. I JV a aep Ia AV It ml1 am IIIV Vaulaa, u— — rau (J W. -.— AV- raua 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-KK3DHGPvPYACgfjCs8a5DllJnpF6914Jf4A zrziFs2 Ix3 II 3 4 s a Sale - 1:21 6 3x8 = 7 Is 14 13 12 11 10 9 a ba I I lid 11 133.4 133.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 100 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 a n/a nia BCDL 5.0 Code FSC2017/rP12014 Matrix-S Weight: 70 lb FT - 20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc purlins, BOT CHORD 2x4 SP No.2(aat) except end verticals. WEBS 2x4 SP No.3(aat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-0.0 oc bracing. 12-13,11-12. REACTIONS. All bearings 13-1-12. lb) - Max Grav All reactions 250111, or less at joint(s) 15. a, S. 14, 13.11. 12 except 10=303(LC 1) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 3x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Recommend 2xa strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards This item has been electronically signed and sealed by Albani, Thomas, 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 coPpies. Thomas A. Albani PE No.197A0 MiTak USA, Inc. FL Cert $$U U04 Parke East Blvd. Tampa FL 31610 Date: February 23,2018 Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED AOTEK REFERENCE PAGE MS-7472 rev. 101MO1S BEFORE USE. Design valid for we only with Mfiak® connectors. This design Is baud only upon parameters shown. and Is Ax an kgFrWual building eomponard, not a truss "am Beare use, the building designer must vMly the applicability of design parameters and prepany Incorporate nda design Into the overall building design. Bracing Indicated Is to prevent lucWn lngofIndividualInsweb apermanent Chord membeonly. Additional temporary and peunent bracing Welk' Is always requiredlotstabilityandapreventcolispsawithpossiblepersonalInterandprepenydamage. For general guidance regarding the Market an. Storage, delivery. ereftn and bracing of trusses and truss systems, see ANSUTPN Quality Criteria, OSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Intortrudon available from Truss Pine Institute, 21a N. Lee Street. Subs 312. Alexandria, VA 22314. Tampa. FL 36610 Type Oty Ply Park Sq/ Sundance-173aA JTruss JTruss T13325062JJobP1730AF8ROOFTRUSS11 ob Reference foollonall Mid -Florida Lumber, Bartow, FL. a,e H 1-3-0 1 14 13 Vol 8 130 8 Sep 15 2017 MITek Industries. Inc. Fn Feb 23 13:14:35 2018 Page 1 10:3zzrE559SgHBgKd ROwR60Yzkwee-oXdbUCPXAsl3SPHOOsSKm WaUbCX9uhsSukwXVHziFSY 012 1.3 II 1x3 II 2 3 4 5 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.02 8-9 999 360 TCOL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) 0.03 8-9 999 240 BCLL 0.0 Rep Stress Inn YES WB 0.28 Horz(CT) 0.01 7 n/a nla BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Oat) TOP CHORD BOT CHORD 2x4 SP No.2(Oat) WEBS 2x4 SP No.3(0at) BOT CHORD REACTIONS. (Ib/size) 12=495I043-0, 7=495/Mechanical FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12 491/0, 6.7=-491/0, 1-2=-419/0, 2-3=907/0, 3-4=907/0, 4-5=90710, 5-6-436M BOT CHORD 10-11=Dl794, 9.10=01907, 8-9=0/808 WEBS 6-8=0/580, 1-11=0669, 5.8=51810, 2-11=-523/0. 5-9-51263. 2-10=01274 Scale - 1.17.1 PLATES GRIP MT20 244/190 Weight: 51 lb FT = 20%F, 1196E Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A Alban! PE No.393 0 MITak USA, Inc. FL Cart 6614 904 Parks East Blvd. Tamps FL 23810 Date: February 23,2018 0 wARNING . varlfy dasrgn parsmsrem and READ NOrEs ON rmS AND INCLUDED WrEK REFERENCE PAGE W14472 rev. 141M 0fa BEFORE USE. Design valid for use only with Mfrek® connectors. This design Is based only upon parameters shown, and Is for an individual building Component, net a truss system. Bef ea use, the building designer mull verily the spplkabllly of design parameters and property IncarporMS this design Into the overall building design. Bracing Indicated Is to prevent buckling of Indh4dwl tons web andfar chord members only. Additional temporary and permanent bracing M iTe k' Is sewrserequired 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, sea ANSVIPII Ouallty Crttene. 0864e and BC81 Building Component 8204 Parke East SW Solely Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oy Ply Park Sq/ Sundance-1730-A T13325063 P1730A F9 ROOF TRUSS 2 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Frt Feb 23 13:14:35 2015 Page I 1 D:3zzrE5595gHBgKdROwR6OYzkwee-Gib_yO9xAOw3Zsb_ZcZii6kfexedBDc80f51 iziF5X 3x8 = 1 3xS = 2 3 1 x3 11 4 Stele a 1.2.4 310 = 3t0 = e 7 e s 34 II 1-5-0 1.8-0 1-11-0 10- 34 11 34-0 1 1-5-0 0.3-0 —0 1-54 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In loc) Ildefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Ven(LL) -0.00 8 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT) -0.00 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 24 lb FT - 20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.4-0 oc purlins, BOT CHORD 2x4 SP No.2(0at) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 8-170/Mechanical, 5=170/Mechanical FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc; and fastened to each truss with 3.10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by Albani, Thomas, 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 coppies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 8E34 6904 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 AWARNINO - Variry design panntetara and READ NOTES ON Ties AND INCLUDED ADTEK REFERENCE PADS M9•703 rev. 112024101a BEFORE LOSE. Design valid for use only with MlTakm Conbedars. This design Is bused only upon parameters Shawn, and Is for an Individual budding Component, net a truss system Before use. the budding designer must Verify the applirabiay of design parameters and property blcorporale this design Into the overall building design Bredng Indicated Is to prevent buckling of IndMduel buss web andfor chord members ony. Additional temporary and permanent bracing M ITek' Is alarays raquirad for stability and le prevent tellapes with possible parsoal Injury and prapem7 damage. For general gulaanta regarding the fabrication, storage, delivary, erection and bracing of tful"s and truss systems. See ANSIRPII Quality criteria, 01184e and SCSI Building component 6904 Parke Fast Bled Safety Information avalleble from Truss Plate Inatdute. 210 N. I,." Street, Suite 312. Alexandda. VA 22314 Tamps. FL 36610 Job Truss russ Type oty Ply Park Sq/ Sundance-1730-A JACK T13325084 P1730A J3 3 1 b ee Mid-Flodda Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Fn Feb 23 13:14:36 2018 Page 1 10:3zzrE559SgH BgKdROwR6OYzkwee-GjB_IyOgxAow32sb__Zc7Jj6kDcwLdCOOSOf51 jzlF SX 1-0-0 3-0-0 1-0-0 3-0-0 Scale, 1'bt' 2x4 = 1 3-0-0 3-0•D LOADING (psQ SPACING- 2-041 CS1. DEFL. In loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 4-7 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1 25 BC 0.08 Ven(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00' 3 n/a n/a BCOL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 11 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORO 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-" oc bracing. REACTIONS. (lb/size) 3=71/Mechanical, 2-188/0.8-0, 4=36/Mechanical Max Horz 2-85(LC 12) Max Uplift 3=52(LC 12). 2=-64(LC 12), 4=4(LC 12) Max Grev 3.71(LC 1), 2-188(LC 1). 4.52(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph: TCOL=4 2psf: BCDL-3.0psf: h-25ft, Cat. 11; Exp B: Encl. GCpi=0.18: MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 2.11-4 zone:C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip 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 52 lb uplift at joint 3, 64 lb uplift at joint 2 and 4 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.39380 Mitak USA, Inc. FL Cart $634 UN Parke East Blvd. Tampa FL 33010 Date: February 23,2018 O WARNINO. Verily design parameters and READ NOTES ON THIS AND INCLUDED Admit REFERENCE PA E Mll•7Q3 tev. /OA13/201a BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for on Individual building component, cad a tram "am. Baron use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bretlng IndicatedIs to buckling of Individual tons wee andlar chord members only. Additional temporary and permanent bracing M iTe k' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the hbriMlon, storage• delMry. erection and bracing of trusses and truss systems. see ANSIRPIt Quality criteria. 0384e and BCSI Building Component 611104 Parka East Bald. Barely Information available from Truss Plate Institute, 218 N Lee Street, Sube 312, Alaxondrla. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A1 T13325085 P1730A J7 JACK 20 1 all Mid-Flodda Lumber, Bartow. FL. S.130 a Sep 15 2017 MITek Industries, Inc. Fri Feb 23 13:14:39 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee•git6K T2E5oVwlbAlh9HwMk6gggmgZA2pMule2ziF5U 1-0-0 7." 1-0-0 7-0-0 3x4 = LOADING (psf) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.70 TCDL 10.0 Lumber DOL 1.25 BC 0.54 BCLL NO Rep Stress Ina YES WB 0.00 SCOL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (Iblsize) 3=183IMechanical, 2=342/0-3-8, 4=90/Meehanical Max Horz 2=175(LC 12) Max Uplift 3=-135(LC 12). 2-99(LC 12). 4=-8(LC 12) Max Grav 3-183(LC 1), 2=342(LC 1), 4-129(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale - 1:21.8 DEFL. In (loc) Udell Lid PLATES GRIP Vert(L-) 0.14 4-7 >580 240 MT20 244/190 Vert(CT) -0.24 4-7 >348 180 Horz(CT) 0.00 2 n/a n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORO Rigid ceiling directly applied or 10-0-0 oe bracing NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph, TCDL=4.2pst: BCOL=3.Opsf; h=25ft; Cat. It: Exp B: Encl., GCpl=0.18; MWFRS (envelope) gable end zone and C-C Exterlor(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 6-114 zone,C-C for members and forces 3 MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 3, 99 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.393 MiTak USA, Inc. FL Cart 9634 904 Parks East Blvd. Tampa FL 31810 Date: February 23,2018 A WARNING • Ywil y design panmefara and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Md•7472 rev. IN011201e BEFORE USE. Design valid for use only with MFTeko connectors. This design Is based only upon parameters shown, and Is for an indMMuat building Component, not a truss "am. Batas use, me building designer must vent' the applicability of design parameters end property, Incorpotela this design into me overall Wading design. Bracing Indicated is to prevent buckling of Individual thus web and/or chord members any. Addabnei temporary and permanent bracing M iTe k' Is always required tar stablI4 and to prevent Collapse with possible personal byury and property damage. Far general guidance regeNing the fabrication, storage, delivery, traction and bracing of trusses and truss systems. sae ANSUTPI1 Quality Cottons. 08842 and SCSI Building Component 604 Parka Fast Blvd Safety Information available from Truss Plats Institute. 218 N. Lila Street. Suite 312• Alexandria. VA 22314 Tamps. FL 36610 Job Truss russ Type Oy Ply Park Sq/Sundance-1730-A JACK T13325068 P1730A J58 1 1 8 al Mid-Flodda Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13:14:37 2018 Page 1 I D:3zzrE559SgHBgKd ROwRSOYzkwee-kAMvl RnTYnhiRnXG7ondgOOCVMfgIL2PeZAzIFSW 1-0-0 5.8-0 1-0-0 5 8-0 Scale= 1:19.0 3x4 = 541-0 LOADING (pan SPACING- 2-0-0 CSI. DEFL. In loc) Ydeft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.34 Vert(CT) -0.10 4-7 >668 180 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) 0.00 2 n/a n/a BCDL 100 Code FBC2017/rP12014 Matrix -MP Weight: 20111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.8411 oil purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3-146/Mechanical, 2=290/0.3.8, 4=73/Mechanical Max Harz 2=145(LC 12) Max Uplift 3-108(LC 12). 2=46(LC 12), 4=7(LC 12) Max Grav 3=146(LC 1), 2-290(LC 1), 4-104(LC 3) FORCES. (lb) - Max. CompJMax. 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=25ft; Cat. It: Exp 8; Encl. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2.0.0. Interior(1) 2-0-0 to 5-7-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 ps(bottom chard live load nonooncurrent 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 bass to bearing plate capable of withstanding 108 lb uplift at joint 3, 86 lb uplift at joint 2 and 7 lb uplift at joint 4. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.38 MiTak USA, Ine. FL Cart 8834 OU Parke East Blvd. Tampa FL 33810 Date: February 23,2018 QWARNING • VW/y daslgn panmefara and READ NOTES ON T/BS AND INCLUDED INTEN REFERENCE PAGE A116.7472 rev. fa01/2016 BEFORE USE. Design valid for use only with MlrekB Conraaora This design IS based only upon parameters shown, and is for an indMdual building Component, not a truss "am. Before use. the bulldkq designer must vent' the applleablliy of design parameters and property Ineorporso this design Into, the everts building design Bracing hdkoted Is to proven buclaing of Individual buss web and/or chord members only. Additional temporary and permanent txsdng M iTek' Is ahwaya requlred far stability and to prevent Collapse welt possible personal Inkrry and property damage. For general gul ance regarding the falxoSton. Storage, delivery. aredon and bracing of trusses and truss "*MS. lie ANSVTPII Quality Criteria. 03049 and SCSI Building Component 6204 Parke East Bind. Safety IMormadan available ham Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 36810 Job Truss Truss Type oty Park Sq/Sundance-1730-A JPty T13325087 P1730A KJ3 JACK 1 1 o tt all Mid-Flodda Lumber, Bartow, FL. B.130 s Sep 15 2017 MTek Industries, Inc. Fri Feb 23 13.14 40 2018 Page 1 ID:3zzrE55SSgHBgKdROwR80Yzkwee-SURUXKTg9owMYAAMDPhWr2H0 DGfZOPB10dIAUziF5T 1-5-0 4-2-16 1 5 0 4-2-15 Scale: 1"=1' 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) -0.01 4-7 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 Bc 018 Vert(CT) -0.03 4-7 >"S 180 BCLL 00 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a We BCOL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc puritns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3- 10 1 /Mechanical, 2=262/1 0 0, 4-49/Mechanical Max Horz 2-96(LC 4) Max Uplift 3=-65(LC 8). 2=138(LC 4), 4=-3(LC 8) Max Grav 3=101(LC 1). 2=262(LC 1), 4-75(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=3.0psf: h-25ft: Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) gable end zone; Lumber DOL-1.60 plate grip COL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-" 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 65 lb uplift at joint 3, 138 lb uplift at joint 2 and 3 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 12 lb up at 1-6-12, and 71 lb down and 12 lb up at 1-6- 12 on top chord, and 10 lb down and 5 lb up at 1-6-12, and 10 lb down and 5 lb up at 1-6-12 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 This item has been Undorrll Loads (plc) electronically signed and Vert: 1-3-60, 4-5=-20 sealed by Albani, Thomas, PE Concentrated Loads (lb) using a Digital Signature. Vert: 9=7(F=4, 8=4) Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.391 0 Wait USA, Inc. FL Cart OU 6904 Parka East Blvd. Tamps FL 31111110 Date: February 23,2018 Q WARNING - Warily dealgn parameters and READ NOTES ON T1eS AND INCLUDED AOTEK REFERENCE PACE M11F7073 raw. 1000]r201S BEFORE USE. Design valid lot use only with MfTek0003nnoMra This design Is based only upon Wamelere grown. and Is fat an Individual bu" component, not a truss system. Before use, the building designer must Wally the applicabWry, of design parameters and property Incorporate this design Into the owed building design. Sradng IndleAted is to prevent buckling of Individual trust wab andlor rMfd members ". Additional temporary and permanent brae ft Welk' Is always required for slabaay and to prevent Collapse with possible personal Injury and propsrry damage. For general guidance regarding the fabrication. alorsge, delivery, areCllon and bracing of trusses and truss systems, $ee ANSMI1 Quality Criteria. OSS49 and SCSI Building Componem 6204 Parke East Blvd Safety Information evaltable from Trust Plate InsMLd*. 21e N Lee Street. Rube 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Py Park Sq/ Sundance-1730-A T13325068 P1730A KJ3A JACK 1 1 ab eee o 'all Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 13 2017 MTek Industries. Inc. Fri Feb 23 13:14 40 2018 Page 1 I D:3zzrES595gH BgKdROwR6OYzkwee-SURUXKTg70wMYAAMDPh WTZHPxDHAZOP810dIAUziFST 3-3-10 3-3-10 74 LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL 10.0 Lumber DOL 125 8C 0.08 BCLL 0.0 ' Rep Stress Incr NO WB 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=88/Mechancal, 4=36/Mechanicel, 1=122/G-1-8 Max Horz 1=49(LC 4) Max Uplift 3=58(LC 4), 4=4(LC 4), 1=32(LC 4) Max Grev 3=88(LC 1), 4=52(LC 3). 1=122(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: DEFL. In (loc) VdeB Ud PLATES GRIP Vert(LL) 0.01 4-8 >999 240 MT20 244/190 Vert(CT) -0.01 4-8 999 180 Horz(CT) 0.00 1 n/a n/a Weight. 13 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind. ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL-3 Opsf: h-25ft, Cat. It: Exp B: Encl., GCpi=0.18: MWFRS (envelope) gable end zone: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 Ill uplift at joint 3, 4 lb uplift at joint 4 and 32 lb uplift at joint 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 9 lb up at 0-7-8 on top chord, and 10 Ib down and 5 III up at 0-7-8 on bottom chord The design/selection of such connection device(s) is the responsibilhy of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3-60. 4-6-20 Concentrated Loads (lb) Vert: 8-4(F) This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No.3910 61iTak USA, Inc. FL Cart 66U U04 Parke East Blvd. Tampa FL 33910 Date: February 23,2018 AWARNING - Verify design parameters and READ NOES ON n43 AND INCLUDED AOrEK REFERENCE PAGE ara•747a rev. I6V2Q015 BEFORE USE. Design valid for use only with MRek® mnnedors. This design Is bused only upon parametern shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applirablkly of design parameters and properly, Intarporete this design Into the overall building design Bracing Indlested Is to prevent buckling of Individual trues web andfor Chord members only. Adddionsl temporary and permanent bracing M iTe k' Is always required tot eabuay and to proven= collapes with possible personal Injury and property damage For general guidance regarding the fablketlon, storage, delMry. erection and bracing of trusses and truss systems, era AN8VrPl1 Quality Cdterla, 08642 and BC818uilding Component e901 Parke East 81A. Safaty Infomadon available from Truss Plate Institute. 218 N Lee Street, Sulfa 312. AleandM. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park Sq/ Sundance-1730-A T13325089 P1730A KJB JACK 1 1 job Reference Mid-Flonda Lumber, Benow, FL. ID 1-&0 4-3-0 4x4 = S.130 s Sep 15 2017 MITek Inc Fn Feb 23 13 14:41 2018 Page 1 AKIYmSCI?ngSgdT IRuLGgNsixziFSS Scale • 1.Is.? 8.OJ Plate Offsets (X.Y)- f2:0-2-7.Edoel LOADING (pan SPACING- 2-0-0 CSI. DEFL. In (loe) Uden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 6-9 >718 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.28 6-9 >341 ISO BCLL 0.0 Rep Stress Ina NO WB 0.18 Horz(CT) 0.01 5 n/a n/a BCDL 100 Code FBC2017frP12014 Matrix -MP Weight: 33 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4-183/Mechanical, 2=43110.11-5, 5-327/Mechanical Max Horz 2=156(LC 4) Max Uplift 4=153(LC 13). 2=-202(LC 4), 5=125(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5221215 BOT CHORD 2.6=- 2951492 WEBS 3-6=529/ 317 NOTES- 1) Wind. ASCE 7- 10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opst; h-25f1; Cat. It: Exp B; Encl.. GCpi=0.18; MWFRS ( envelope) gable end zone; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom Chord live bad noneoncurrent 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 rg 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 153 lb uplift at joint 4, 202 Ito uplift at joint 2 and 125 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 12 lb up at 1-6-12, 3 lb down and 12 lb up at 1-6-12, 5lb down and 45 lb up at 4-4-12, 5 lb down and 45 lb up at 4-4-12. and 63 lb down and This item has been 99 lb up at7-2-11, and 63 lb down and 99 lb up at 7-2-11 on top chord, and 4 lb up at 1-6-12. 4 lb up at 1.6-12. 8 lb down and 13 lb up at 4- 4-12. 8 lb down and 13 lb up at 4-4-12. and 48 lb down and 22 lb up at 7-2-11, and 48 lb down and 22 lb up at 7-2-11 on electronically signed and bottom chord. The design/ selection of such Connection device(s) is the responsibility of others. sealed by Albani, Thomas, PE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). using a Digital Signature. Printed copies of this LOAD CASE(S) Standard1) Dead + Roof Live ( balanced): Lumber Increase=1.25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert 1-4=60, 5-7-20 signature must be verified Concentrated Loads (lb) on any electronic copies. Vert: 12=126(1`=63, 8=63) 13=7(F=4, B=4) 14=16(F=-8, 8=-8) 15y85(F=-43, 8=-43) Thomas A. Alban! PE No.3911110 MiTak USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33810 Date: February 23,2018 AWARNING. VerNy dasign paremeters end READ NOTES ON TINS AND INCLUDED MrEK REFERENCE PAGE MN•T47f r«. 1ae312015 BEFORE USE. Design valW (at use any with UlTake 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 verNy, the applicability of design parameters end property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Inalvlduld truss web and/or card members only. Additional temporary and permanent tracing Welk' is always required forsutWbyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding ins fabrication, storage, dollvary, arection and bracing of uusses and truss systems, sae ANSVIPII Quality Criteria. OSS49 and SCSI Building Component 6904 Parka East Blvd. Safely Information available from Truss Plata Insltde. 216N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL See 10 Job Truss Truss Type ory Park Sq/ Sundance-1730-A jPty T13325070 P1730A KJ7 JACK 6 1 ceall Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 Mrrek Industries, Inc. FA Feb 23 13.14:42 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-5tYFy?VwXOA4nUKkKCY MbAlmxlrOUVK6PFNziFSR 15-0 5.25 9-10.13 1 5-0 5.2-5 ( 45.8 Seale - 1:22.7 3x8 3x4 9-10.13 Plate Offsets (XY1- 12.0.3-12 0.1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.30 6.9 >398 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.64 6-9 >186 180 BCLL 0.0 Rep Stress Ina NO WB 0.35 Horz(CT) 0.01 5 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 40 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purling. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9.6-8 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=134/Mechanical, 2=529/0.5-1 1, 5=375/Mechanical Max Harz 2=186(LC 4) Max Uplift 4-112(LC 4). 2=244(LC 4). 5=158(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7041322 BOT CHORD 2-6-4151664 WEBS 3- 6=-7121444 NOTES- 1) Wind. ASCE 7- 10: Vult=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf: BCDL-3 Opsh h=25ft: Cat. It: Exp B. Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL-1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tell by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 4, 244 Ito uplift at joint 2 and 168 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 lb down and 12 lb up at 1-6.12. 71 lb down and 12 lb up at 1-6-12, 34 lb down and 45 lb up at 4-4-12. 34 lb down and 45 lb up at 4-4-12, and 61 Ito down and 95 lb up at 7-2-11. and 61 lb down and 95 lb up at 7-2-11 on top chord, and 10 lb down and 5 lb up at 1-6.12, 10 lb down and 5 lb up at 1- 6.12, 23 lb down and 13 lb up at 4-4-12. 23 lb down and 13 lb up at 4.4-12. and 42 Ib down and 22 lb up at 7-2-11. and 42 lb down and 221b up at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE( S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1 25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1- 4=60. 5- 7-20 Concentrated Loads (lb) Vert: 12=- 65(F=-43, B=-43) 13=7(F-4, B=4) 14=16(F=-6, B=-8) 15=71(F=36, Ba36) This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A. Albani PE No. 39 0 hilTak USA, Inc. FL Cart 6634 U04 Parke East Blvd. Tampa FL 33610 Date: February 23,2018 QWARNINO - Verily dasfgn parameters and READ NOTES ON FINS AND INCLUDED MI FEK REFERENCE PAGE M0-F472 rev. Ide2/2015BEFORE USE Deep valid for use only with Mrtakal Contractors. This design Is based only upon parameters shown. and Is for an balvldual building Component. not a truss systern. Before use, the budding designer must verily me applitablaty, of design parameters and property Incorporate this design Into the overall eeeditp design. Bracing Indicated Is to arcuknp a Individual Me well anaror mare members only. Additional temporary and permanent aactnp M Tek' prevent is always ra cubed forstability and to prevent Collapse with possible personal injury and property damage. For general guidence regarding the fabrication, storage, delivery. ereC110r and bredng of trusses and truss systems, a" ANSVTPII Quality Coterie. OS841 and SCSI Building Component 6204 Parke East Bled. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandda. VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Perk Sq/Sundante-1730-A IPIY T13325071 P 1730A MG 1 MONO TRUSS 1 1 all Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Fri Feb 23 13:14:43 2018 Page 1 I D.3zzrES595gHBgKdROwR6OYzkwea-236dALWYIJIxPevxuXE04CvrcR6YmC5eLsynpziF50 2.11.8 2-11.8 LOADING (pall) SPACING- 2 0 0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10 0 Lumber DOL 1 25 SCLL 0.0 Rep Stress Incr NO SCDL 10.0 Code FBC2017frP12014 1.Sx4 II saw „ 4 8x8 = CSI. DEFL. in lot) Udell Lid TC 045 Vert(LL) 0.04 5.7 999 240 BC 0.94 Vert(CT) 0.06 5.7 999 180 WS 0.71 Horz(CT) 0.01 4 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3'Except' BOT CHORD 3.4: 2x4 SP No.2 REACTIONS. (lb/size) 1-1652/0.3.8, 4-1305IMechanical Max Horz 1=124(LC 8) Max Uplift 1=-680(LC 8). 4--532(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-22191846 BOT CHORD 1-5=-856I2000, 4-5=-856/2000 WEBS 2-5=72611861, 2-4=2293/981 Scala- 1200 PLATES GRIP MT20 2441190 Weight 32 lb FT = 20% Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. Rigid ceiling direly applied or 7-8-2 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpl=0.18: MWFRS (envelope) gable end zone; Lumber COL-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 20.0psf 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 680 lb uplift at joint 1 and 532 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1697 lb down and 810 lb up at 1-8-12, and 819 lb down and 263 Ill up at 3-8-12 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 (plf) Vert: 1-3=60, 1-4=-20 Concentrated Loads (lb) Vert: 8=1697(B) 9=-819(B) This item has been electronically signed and sealed by Albani, Thomas, 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 coples. Thomas A. Alban! PE No.16360 MITak USA, Inc. FL Cart 61114 6904 Parke East Blvd. Tamps FL 31610 Date: February 23,2018 AWARNING - Verify daflgn parameters and READ NOTES ON TIES AND INCLUDED MITEX REFERENCE PAGE aU47472 rev. r0e2t cis; BEFORE USE. Design valid for use only with MRak® Connectors. This design Is bases only upon parameters shown. and is for an individual building component. nor a truss system, Before We, the building designer Oust vary the apolkablay, of design parameters and property Incorporate Ire design mild the overall bubding design Bracing indicated Is to pravart buckling of lndMdual was web and/or Chord members onty. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricetion. storage, delivary, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, OSBds and BCSI Building component 6204 Parke East Bhd. Safaty Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36810 Symbols PLATE LOCATION AND ORIENTATION 4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Q';1fi r For 4 x 2 orientation, locate plates 0- 'ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 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. EM Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. OSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 TOP C.H(]RI71S o CS-2 Q7 3 C, 4WEBS 2 a O t— 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 NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek 0 MiTek Engineering Reference Sheet: Mll-7473 rev. 10/032015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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 budding designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/rPI 1. 8. Unless otherwise noted, moisture content of lumber shag not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shag be of the species and size, and in all respects, equal to or better than that speed. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted. 15. Connectrons not shown are the responsibility of others. 16. Do not cut or alter 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 acoordance with ANSIITPI 1 Quality Criteria. b m 1r 20 11 24' 24' 24' 24' 24' 24' IV 24" 24- Y in I 13'- 4• Is,- r I I GARAGE 21'- 0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'4" UNLESS OTHERWISE NOTED. 11 Nowu V V 211- 0' 7- 0" I I J L 5 - HUS26 1-PLY HGR O 3 - HGUS26-2 2-PLY HGRS. d L 16 - HHUS46 FLR. HGRS b APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 ConL Band r—\ TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 6 / TOP= 2x4 12 o C 12 a' 12" TRUSS END DETAIL MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES P CHORD LRIE: 200 TOP CHORD LIVE: 40.0 P CHORD DERD 100 TOP CHORD DERD 100 iTTOM CHORD DERD. 10.0 BOTTOM CHORD DEAD 5.0 DOS TRITSS SYSTEM IM BEEN D:SIKD WITH LORDS GEMMED BY 140 MPH WINOS USING 42 PSF TOP OW OERD LORD M 30 PSF BOTTOM DW DERD LORD 0 POLES FROM HRIDCPNE OE R&K. FAT. 11. D(P. C OW 7.141 ma 1730 - A Park Square Homes P1730A Sundance - A WA 19.20-171 Bmax A ft TIECOI.3 COPY City of SanfordpwBuildingandFirePrevention Product Approval Specification Form J ING Permit # ## 1 8- 1 a 5 8 Project Location Address SANFpFt0 EPA?6 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 94fr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underla ments Warrior Roofing 15 and 030 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin des Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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 littps://www. Qoridabu i ld ing.org/pr/pr_app_dti.aspx?param=wG E VX..' WP 1 ProfessionalRegulation acts Nome I tog In I USer Registration I Hot Topic I Sutural Surcharge , Stats a Facts I Publications i FaC start I SCtS Ste Map I Loks ( Search I Florida M, Product Approval R fY USER: Puble Uter o.lnnw tr•uficli:. Product Ar._noval Menu > > Aneftaton Lkt > Application Oelal FL # FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rtckw@rwbldgeonsultants.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 J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence f18871 R8 COt b Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard YAM ASTM 01929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201. 202, 203 1994 I o f 4 4/ 15/2018, 4:47 PM Florida Building Code Online https:Bwww. floridabui Iding.org/pr/pr_dpp—dtl.aspx?paranl=wG E V X... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Dale Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL8871 R8 Equiv (b) Eaul-vvalonry-g Ugri_1irS,pdf Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products_ — FL S Model, Number or Name i8871. 1 _ a. "ClasslcCraft Rustic" Series Limits of Use — — Approved for use In HVM2: Yes Approved for use outside HVM2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. I 871.2v— b. "ClasslcCraft' or "ClassicCraft Rustic" Series Limits of Use Approved for use In HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A i Other. See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. Description 3'6 x 8'0 'Impact" Opaque Fiberglass Radius Top Single Door : X) - Inswing or Outswing -_ - - Installation Instructions i FL8871 R8 It fb1 Inst 887L.1.p& Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (h) Eval 8871.1spdf Created by Independent Third Party: Yes 3'6 x 8'0 "Impact" Opaque Flberglass Single Door (X) - lnswing or Outswing Installation Instructions - — -- FL8871 RB 11 (b) Inst 8871.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE(b) Eval8871.2.pdf Created by Independent Third Party: Yes 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single boor with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing 1 Limits of Use Installation Instructions — Approved for use In HVMt: Yes FL8871 —R8—If (b) tnsL 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 FL8871 RS AE (b) Eval 8871.3.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) i d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with18971. 4 Rustic" Series I sidelites (OXO) - Inswing or Outswing Limits of Use Approved for use In HVM2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been Installation Instructions FL8871 RA It (b) Inst 8871.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (b) Eval 8871.4.gdf Created by Independent Third Party: Yes 2 of 4 4/15/2018, 4:47 PM Florida Building Code Online https://www.floridabLiilding.org/pr/pr app_dtl.aspx?param=wGEVX.:. stained or painted within six months of installation.) j 8871.5 I e. "FlberClassic" or "SmoothStar" 3'0 z B'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ- Yes FL88.7.1_R8LI QW Inst 88i1 _%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 8871.5 for Design Pressure Ratings by I specific Model and for any other additional use limitations-- F1, 88?-1 R8 AE (b) E-v_al 8871. .p j Created by Independent Third Party: Yes and Installation Instructions. 18871. 6 i f. "FiberClassic" or "Smoothstar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidellte (OX or XO) - Inswing or Outswing Limits of Use l Installation Instructions Approved for use in HVHZ, Yes I lf_M27R811 (bLlOst_8-871,6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL871 R8_AE (V) Eval (l8yl.6,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FlberClassic 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.) 18871. 7 j g. "FiberClassic" or "Smoothstar" 13'0 x 8'0 "Impact" Opaque Fiberglass Single Door with I Series sidelites (OXO) - Inswing or Outswing I Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst_@8Z1,7.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 8871.7 for Design Pressure Ratings by FL8871 R8 A8_(b) Evaf0.87_1,7_,pdj specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClasslc and SmoothStar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871. 8 - I h. "FlberOassic", "SmoothStar", 6.0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - GassicCraR" or "GasslcCraft Inswing or Outswing Rustic" Series Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. 8871. 9 Y 1. " FlberCla55iC', "Smoothstar ClassicCraR" or "GassicCraft Rustic" Series - - Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Installation Instructions - — EL0- 71R8_1j_(Wjn2t 0.02JApdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports L— WIK8-1E_(b) Ev_al f}BZ.Q.pd( Created by Independent Third Party: Yes 6. 0 x 8'0 'Impact" Opaque Fiberglass Double Door with Sidelites ( OXXO) - Inswing or Outswing Installation Instructions FL8871_ R8 II (b In*t Q871.9.pdI Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b)-Evai 8 71.9.odf 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.) aade Ncrt 3 of 4 4/ 15/2018, 4:47 PM Florida Building Code Online https:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Contact us :: 2601 Bdir Steno Road. Talglrasfee•f,{32399 Qbp: BS9-eB7•lB2a The State of Florida a an AA/EEO employer. Ccarrlont 2007-2013 State of Florkla.:: Privacy Statement :: AccesslbIlty Statement :: Refund Statement Under Florida row, emaa addresses are public records. 0 you do not ward your a -mall address released N response to a public-neconis request, do not send electronic mad to this ratty. trrstead, contact the otfke by phone or by traditional mat R you have any 4uestlons, please contact SS0.487.139S. •Pursuant to Section 4S5.27S(1), Florida Statutes, efecMet October 1, 2012, tensees licensed under Chapter 4SS. F.S. must provide the Department with an emaa address I they have one. The emats provided may be used for oftklal Communication with the licensee. However emaa addresses are public record. I you do not wsh to supply a personal address, please provide the Department with an emaa address which can be made available to the public. To determM a you are a kensee under Chapter 455, F.S , please click nCUL. Product Approval Accepts: nr0 Credit Card Safe 4 of 4 4/ 15/2018, 4:47 PM THERMAITRU 0 THERMA TRU DOORS 1 19 INDUSTRIAL OR., EDGERTON. OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES " IMPACT" 1. This product has been evoluoted and is o1 compGalce wilh the 6th Edition (2DI7) Ftatdo Budding Code (FBC) structural requirements includBng the 9ilgh Velocity Hunicone Zone' (HVKZ). 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shod be beyond wall dressing or stucco. 3. When used In the "&Mr this product comples with Section 1626 of the Rorldo Bolding Code and does not require an impact resistant covering. 4. When used in areas outside of the'11VIii" regtmklg wind borne debris protection, this product complies with FBC Sections 1609.12 6 R301.212 and does not require an Impact resistant covering. this product meets missile level V and includes Wind Ione 4 as defined in ASTM E 1996 and FBC Sections W.12-2 a R31111112.1. S. For 2x stud framing construction. anchoring of these units shod be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outs%ft configurations using coastal s® hem 14 under active doors meet waer ul0tration requirements for "HVHP. 8. kwMng configurations and outswing configurations using sill item 45 under the door do not meet the water hfdhation requirements for the "HVHI" and shot) be installed only in noMwbBcble areas or at habitable locations protected by on overhang or canopy such that the ongle between the edge of canopy or overhung to sill is less than 45 degrees. TABLE OF CONTENTS DESCRUDON t d elevofions deso prersures IL nerd notes Door anel details th startDoorpaneldefoitsFberdossic) HorkontalGossN sections Vertical cross sections Buak and home - 2X Duck00ofMaterialsrlComponents 37.75 MAX FRAME WIDTH XW MAC I PANEL WIDTH mr = d N P P OVERALL .. DESIGN.P.RESSURE (PSf) DOOR TYPE SWING - FRAME . ,' POSITIVE... NEGATIVEDIMENSION INSWING 37.75" x 9e.00" 80.0 80.0 SMOOTH OUTSWING 37.7S" x 96.50" 80.0 80.0STAR INSWING 37.75" x 99.00" 80.0 80.0 FIBER OUTSWING 37.7S" x 96.50" 80.0 80.0CLASSIC see sheer a for despn pemse kftlim& a ate 2ppe 8••Z Ev zmos i vYg §o1WmnoE Z ew¢ owl' D195 qsc LFS if FL-8871.5 IT La 8 n., @ 41 EXTERIOR (47) 41 II L DETAIL A -A J 40 10" 0000000000000013. 000000000006006000000000000000000c00000000000 000000-1a0.0. 0000000000000000000000000000000000000000000000000000 00=00 MWL A -A Panel feInk=Gn*m rol 211.114% OPEN AREA MAX. T M fIJ UJIII I I INTERIOR 46 7`HomoNrAL CROSS SECTION 1112 NOTE. WOOD DOOR COMPONENTS: PINE (SG >- 0.42) EXTERIOR INTERIOR 41 47 45 801M RAIL 2 *N VERMAL CROSS SECTION 12 Im ft. ows I 1cwL im LFS I 71.5 —1 bb 67 d1 EXTERIOR t.77 INTERIOR 1 HORIZONTAL CROSS SECTION 3 L DETAIL A -A J 0 60 Fherdvde oa000I*' 0000000000000o0000000000000000000000000000000000000000000000000 0000000000000000000000 WAR A•A Panel reudaeement d 0 28A6% OPEN AREA MAX. IIIIIIIIIIII 1 1.18' r^ I — T OcN x " O'er NOTE WOOD DOOR COMPONENTS: PINE (SG >- 0.42( EXTERIOR INTERIOR 2 VERTICAL CROSS SECnON 3 e0 LFS Nm IO.1 FL-8871.5 n-LorJ i 1.1/i Md B. 1. . •1 1 NORItOMAL CROSS SKON 4 o Opprov - 8 INTERIOR EXTERIOR 4 a - k-ft ii6 I y J T O Q:. Ipr O L4$ 1•1 j i o C/N •• R of 5ck:5 MIN. 1iYPJ o L er: DWS ew- ee LfS MAWDC ML. FL-8871.5 EXTERIOR J""IJ""'INTERIOR 1 VEIMCAL CROSS SECTION 5 c - M+e INTERIOR 4 VERRCAL CROSS SECTION S se eer rat` ro ta sneet t ta'NVHr water Inttltratbn requtements Zoe fa a ; INTERIOR EXTERN,rrr* tssPit4_ 40 V m 114 A a s EXTERIOR 2 g INTERIOR VERIICAL CROSS SECTION Stsown w/IX suDbudc 3 VERUCAL CROSS SECTION sea nerbl ro es. sheet t f bwat« 4><ihaMon g tx c 4 EXTERIOR INTERIOR S VEIMCAL CROSS SE ON S Irnwtnp conAgurclton see o«e reral notes, sheet 1 tor?ivHT water trsllRatbn requkements INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 5 see gen«atiafd stool t tor'HVFR' wot« inNhoHon requirements ft-887 t .5 e -L or 8 IYP. HEAD & MASONRY JAMBS OPENING -7 0 1 !20 2XBUCK-,,, A BUCK ANCHORING CONCRETE ANCHOR MOM I. Concrete onchorlocations of the comen maybe adoulted to maintain the min. edge distance to mortoriaints. 2 Concrete anchor bcogons noted as 'MAX ON CWW must be acUtisted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON C84W dimension on not exceeded. 8. Concrete anchor table: Z. 4iL 001. MASONRY J TYP. HEAD & dFa: OPENING JAMBS z 30 FRAME -/ 2X BUCK - L HINGE JAMS FRAME ANCHORING IfWJAMA Masonry 2x buck construction MIN: CLEARANC-k t iizi TO'MAS0Njtf--' JOADJACENE ffw 114" 1-114* C TAPCONO ELCO 114' 1.114, 4" ULTRACON WOOD SCREW INSTAMI)ON NOTES: So1. Maintain a mhhwm 5/8'OdgS dBlOnCa. 1"end disfamd, L I'O.C. SPacbV OfIwood =&.vs to prevent the spittling of wood. HIM WAIL LAWN A DEADBOLf DUAIL N.T.S. rr ows an LFS fm NW. FL-8871.5 LT-rL-JL I, 40 t A16 sl TYP. HEAD IAMBS OPENING 17 FRAME 2 17 Ire Ixgua UXH A DUDWLT ORM xQi HINGE JAMB 0 JAMB L 11 I? CONCRETE ANCHOR NOEL' 1. Concrete anchorlocafforu at Me corners MW be a0stod to makfah the MM. no mosormy I xf62_co=tI 12 edge aWance to mwwiohtL 2. Concrete anchor locations noted C31MAX ON C&4W muo be o4Ustod to L . : -- 1@24t, mahtain the aft oft* dbkme to ffKwlw)Mfx additional C011,09ta anchors nW be mqLftd to anpum the'MAX. ON CqaW dbwndon an not exceeded G I Concrete anchor rode: a-- me M(N. CLEAAANCE M!Jj.rj:.L!AAANCf, A - '- 12 20 2Ana- 5/22/aa N.T.S. FTW TAPC0Ns r M; KNOE WA(L m en OWS 0 311C I-1/c r cm ft LFS akwma FL-8871.5jtJATIONNOFMl edge dslance. I'WWd&tance6 & olo.c. vocina of wood scram to prevent Me *fdkV Of wood mv _Z_ awr BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG - O.SS WOOD 8 2X BUCK SG - 0,55 WOOD C MAX. 1/4"SHIMSPACE WOOD D 1 /4" X 23/<' PFH ELCO OR ITV/ CONCRETE SCREW STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16" X 3-I/4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4• PFH ITW CONCRETE SCREW STEEL L 10 X 2.1IT PFH WOOD SCREW V.1 S MIN. EMBEDMENT STEEL T INSWING ADJUSTABLE THRESHOLD 6300AJ ALUM.IWOOD 2 INSWING THRESHOLD IS300HP5 ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM•/WOOD S OUTSWING STANDARD THRESHOLD ALUMJWOOD 6 INSWING THRESHOLD AUJMJCOMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PIN SG - 0.42 WOOD 9 JAMB O SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM I HINGE STEEL 12 10 X 3/4' PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1/T PFH SCREW STEEL 17 8 X 3/4• PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN OA77 TLK . SMOOTH STAR = 6J000 PSI MIN. FIBERGLASS 42 TOP RAIL(SMOOTH STAR COMP. 43 LOCK STILE(SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT OXIV THK SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR • SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. FIBER CLASSIC = 6JXKl PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. STILE FIBER CLASSIC WOOD/LVL E STILE ER CLASSIC OM RAIL FIBER CLASSICt COMP. L REINFORCEMENT 0.02r THK. FIBER CLASSIC STEEL CORE POLYURETHANE 4.56 iQ 9 e o mo Qw SAr O1D 41 1. : {.S-: yy r,-•.J:i YjY r 0 am C/: OWS 6 tuvhp we rn L.FS MAX. DESIGN PRESSURE = F/- SO PSF ON FML — N0 867I.5 Florida Building Code Online https://www. floridabu i ldiilg.org/pr/pi_app_dti.aspx?param=wGE V X... 1 Professional•t rare ecis Home I tog in I use, Registration Not Twim I Submit Surcharge I Stats 8 Facts RADcatiorts FaC Stag SCIS Site Map I licks Search ; dbpra Product Appro val USER:Pi6ACUser PiachiaAmaaval ft" a QmQ rg1pR11al2jeatChAppA%lQjL;ht > Application Oetaa FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@mlwd.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL1533$ R4 COl FLCOi.pdf Standard AAMA/wDMA/CSA 101/I.S.2/A440 Year 2008 I of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www.tloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... 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 j—FL ii Model, Number or Name Description ~ t 15332.1 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGO OXO 145-3/4'x80" NON- REINFORCED Limits of Use - Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 Q8-00500E.Wf 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 EU_ 3_?_R4 AE S108Q7Q,g—df PRESSURE RATINGS - - - — Created by Independent Third Party: Yes- -- — 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80' NOW REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No pL15332 Rg_II 08-00498E.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 FL15332 R4 AE 5108050.Qdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO REINFORCED OXO REINFORCED 145-3/4'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FI 1 S33Z_R4_11 OS-02248s,g_df Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE_512.968C.odf PRESSURE RATINGS 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 j Approved for use in HVHZ: No FLIS332 R4 11 08-0224! pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EL15332 R4 AE 512969C.2lLf i PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGO REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions — Approved for use in HVHZ: No ELL5332 R4 11 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 FLIS332 R4 AE 512970C.gd PRESSURE RATINGS Created by Independent Third Parry: Yes 15332.6 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 FI-15332 R4 If 08-0Og99E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www.tloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN f145.332 R4 AE 51Q•806Q.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 1 SERIES 420 REINFORCED I ALUMINUM SGD Limits of Use — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" Installation Instructions EL15332_R4 If 08=- 501E,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL35332 R4 AE-510808D.odf Created by Independent Third Party: Yes 15332.8 I SERIES 430/440 ALUMINUM SGO SERIES 430/440 ALUMINUM SGD XXX 143"X80" NOW REINFORCED Limits of Use - - -- Installation Instructions - -- — Approved for use In HVHZ: No ELL1332 R4 II QjL09S.02E.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 fLLU3_Z_fij_A_F,_510809D.pof PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 — [SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX I ALUMINUM SGO 143"x96" Limits of Use — Installation Instructions Approved for use in HVHZ: No EL}5.3-32_81-I 089.0.503f 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 ELt5332 R4 AE 51M0-%pdf PRESSURE RATINGS Created by Independent Third Party: Yes tad treat C9ntvcLV3 :: 260t 9lak Stone Road, Taaahassee FL 32399 P11 pne: SSO-487-1624 The State of Florida k an AA(EED employer. C maVht 20Q7-&0.L35ple_9LEk=a, :: BLmcy-Statemvnt :: 6g=LShf'SUtt =nt :: Prey Under Ronda law, emal addresses are pubic records. If you do not want your a -Mal address released „response to a public -records request, do not send electronic mall to this entity. instead, contact the onke by phone or by tradtonal mall. ff you have any questions. please contact 850.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effecUve October 1. 2012, licensees Icenisad under Chapter 455, F.S. must provide the Department with an email address a they have one The !mails proviJed may be used for o9ictsl mmmunkatlon with the licensee. However emai addresses are pubac record. 9 you do not wish to supply a personal address, please provide the Department with an emaa address whkh can be made available to the public. Tb determine a you are a dcensee under Chapter 455, F.S., please click ItM. product Approval Accepts: RE PE-Rill Credit Card Safe 3 of 3 4/15/2018, 5:03 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS N07 USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5 FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER AST1A E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTILLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SINS OR SELF ORILUNG 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 16GA, 33KSI OR ALUMINUM 6063-TS .046" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS RMIMS I Rw 1 oEscRpllon I WE I AFFR09M A ADDED FLANGE AND nN INSTALLATION 1 12/10/13 R.L D REVISED INSTALLATION DETAILS 06/03/15 R.L C REVISED INSTALLATION DETAILS IOB/21/17 R.l SIGNED. 0612112017 MI AND DOORS LLC R I I 650DWESS MARKET STREET 1 5 ENGRATZ, PA 17030 ter •G p.9f i' 0 5 ! = SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" NOTES STATE OF ;Ao i'FS;cI0RL0PoRAnaorceo. RLv 08- C AS OIIIAII0`\`` FL No.: 62514 Luis R. Lomas P.E. 19 OF 10sortNTSa"'10/30/13 L ROBERTO LGMAS P E 1att RDaDLewlSvarF ACtmr3 1144wm40eoeo9 nbnmprhm sPaavn I FI Hi 6" MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 83 FOR NUMBER OF LOCATIONS REQUIRED r 17' MAX r-r Q.C.-, 6' MAX Q 17' MAX O.C. 16' T IAX AME IGHT 8' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEE CHARTS V AND 82 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE' 49 1,2' x 95' 2. MAXIMUMD.LO.:4458'x90S6* HARDWARE SCHEDULE IUNTEO HANOLE SET (994)4.145) AT 3a 314- ON CENTER FROM PANEL BOTTOM C TANDEM ROLLERS (98.17-195) AT EACH END OF PANEL BOTTOM RAILS 41061Te REINFORCEA9:NT(sea) AT ALL PANEL INTERLOCKS IarmoNs 9Lv aLsa9PnoN a1E AfpRarm A ADDED fUNCE AND nN INSTALLATION 12/10/13 R.L 8 REVISED INSTALLATION OETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 08/21/17 R.L CHART91 WHERE 1VATER INFILTRATION RESISTANCE IS REQUIRED. SEE NnTS 9 SN&ET I Oosign rlamlro chart (psi) Frame Slnme Fond wW Total Frame VMth (o) HORN In) 10A 9aoo 3a0 nao 42.0 s400 4a0 96.110 Pas I Nag I Poe I Nog Pot IN4p Pea Nag a4.0 40.0 SBA 4Q0 1 50.9 40.0 41.7 40.0 42.0 40.0 55.2 aa0 0a9a040.0 43.0 39.4 39.4 920 40.0 1 52.4 40.0 45.4 40.0 408 37.1 37.1 9a0 40.0 1 49.8 40A 1 36.0 35.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Oplgn ptessure chart (psi) Frans Sindis FWW and Tonal From YMM ( W NWOM Q0 aaoo 3a0 7z0o 42.0 a4.00 48.0 98.00 Poe I Nap Poe I Nag Pot I Nag Pas Nag a4.0 SB.4 56.4 50.9 50.9 45.7 45.7 42.0 42.0 9a0 2 40. 9 4a0 43.0 43.0 39.4 39.4 92.0 52.4 5L4 45.4 45.4 408 4a8 37.1 37.1 9a0 49.8 49.8 43.1 43.1 384 3L4 35.0 360 CHART !3 Number of anchor locations required Sigh PmW and Taal Frans Vedth n) 9h1 in) Ea0 2a0 Sao 72.0 42.0 0 4a0 96.0 NSS I Jame I Has Jamb Has Jamb H&S Jamb a4.0 4 8 5 a a a 5 8 eao 4 B s a a a a a 92.0 4 B 5 8 a a a a Sao 4 8 5 a a 8 a 8 SIGNED: 0812112017 MI DSO RS LLC 650 W ST AWINDOWRKEEETGRATZ. PA 17030 GEN,p 9,p'i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0,,61Z51/ 96" X 96" ELEVATION TATE OF etaA4m: owe NO. aC 4 F,S`S: 1ORIOG`` 08-02249 1I11NA11\ scucNTSeAn10/30/11 s"W2 OF 10 L. ROSERTOLOIUSP.E row V000FORD RO LEWSVaLE. NC 27023 Luis R. Lomas P.E. FL No.: 62514 434. 688-0800 Abones0YWne4wown s; 4 FR HE 96' MAX FRAME WIOTH 1) ANCHOR PER LOCATION At HEAD & JAMBS SEE CHART 04 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX8' MAX r O.C. 6' MAX AX6" MAX 17'' MAX O.C. 6' T— AX UAE GHT 6' MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESION PRESSURE AA TWG IMPACTRATING REQUIRED t35.0PSF NONE SEE CHARTS al AND 02 SHEET 2 FOR OTHER UARTS RA TONGS HARDWARE SCHEDULE RJNTED HANDLE SET (99-04-145) AT 3814.ON IC TANDEM ROLLERS (M9.1)•195) AT EACH ENC 6069•TO REINFORCEMENT (688) AT ALL PANEL REV OCXRFWN GTE APPROYM A AD= fLAROE AND nm wSTALLAitw 12/10/13 R.L 8 REVISED INSTALLATION DETAILS 08/03/a5 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE: 48 IlTx 95' 2. MAXIMUM D.LO.: 44 SV x BD 56' CHART N Number o/ anchor locatlons required Singb Panal w4 Tow UnR VVdtn (in) proms Hegm 30.0 40.0 36.0 710 4LO 84.0 48.0 9t.0 AS Jamb AILS Jamb N&S Jamb AILS Jamb a 4 8 5 6 6 6 6 8 U.O 4 6 5 6 8 8 6 6 DLO 4 8 5 8 8 6 8 6 96.0 4 6 5 6 6 8 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96" FIN ELEVATION ORM! OwC N0. R V.L. 08-02249 seA NTS — 10/30/13 —3 OF 10 L. ROSSM LOMAS P.E. 1422 riOOOFORO RO LEWISVR.LC NC 27023 434-a OM /mrYs/brtnma.rom SIGNED: 062112017 IL1041 ENS tlr• a6 •* p ; STATE OF , y, 0'° F'= OR10 • 2: ON ss11E G. Luis R. Lomas P.E. FL No.: 62514 1 /2" MIN. EDGE DISTANCE 1 3/8" MIN. W000 FRAMING OR 2X BUCK o EMBEDMENT BY OTHERS e — 1/4• MAX. SHIM 10 WOOD SPACE SCREW 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2112 SILL TO BE SET IN A BED Of APPROVED SEALANT MIN. ENT ON. LVUL uuTANCE 1 3/8- MIN. EMBEDMENT T 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS FWASIONS AIN of CMP1roN QATC APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED 1NSUU ATION DETAILS 00/03/15 R.L. C REVISED INSTALATION OETAILS 06/21/0 R.L. 1/4- MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI OSTOREETRS LLCIlL 0',,, i 650OWEST MAROKETOWS GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 11E• 0 S1 9TA X 9OFRAMEINSTALLATION DETAILS a'< zz73TATOF i sS/OR10okom: owc wo. 08-02249 C G: 1111111110saltanOWNTS10/30/13 4 OF t0 LROBEATOLOMMAE ta2WOODFORDADLElAISVXLEAC2=1 Luis R. Lomas P.E. FL No.: 62514d3d.wo-Ow rmmuOMemppA alm METAL STRUCTURE BY OTHERS 1/2" MIN. j EDGE DISTANCE 1/4' MAX. B r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CURT'. 2. PERIMETER AND JO/NT SEALANTBY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 T- 1/2- MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4• MAX. r SHIM SPACE REVISIONS OLseAPnom DATE APPROVIa ADDED FLANGE AND FIN INVALLATION 12/10/13 RL REVISED INSTALLATION DETAILS 08/03/15 ILL. REVISED INSTALLATION DETAILS 06/21/17 RL JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0621/2017 M' aSTREETORS LLC R I 650DOws MARDET toWEST GRATZ. PA 17030 GEN,p.9s 0 5 * = SERIES 420 SGO REINFORCED WITHOUT ADAPTER 9X 96" FRAME INSTALLATION DETAILS E pO,• TAT OF RIO o. V. LDNAj qx 08-02249 4/ 1\` G``\\ Luis R. Lomas P.E. fL No.: 62514 sOeRAN AW NTS 10/30/13 —5 Of 10 L. ROBJERTOLOUASPZ Ifi 101000op"D RD LEIVISVO.L@ NC 9=1 4." im-0BOD r m:timow.wn 1 1/2• MIN 1" MIN. SEPARATION EDGE DISTANCE F 1 1/4" MIN. n• EMBEDMENT CONCRETE/ MASONRY L 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/ 16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR SILL TO IN OF APPRDOVEDESSEALANT 2 7/8" MIN SEPARATION VERTICAL CROSS SECTION CONCRETEA"SONRY INSTALLATION T 4, 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT 1 a MIN. EDGE DISTANCE MIN SEPARATION RE"MN: IILv QESC APMN DATE APPROM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 6 REVISED INSTALLATION OETAILS 06/03/15 RA. C REVISED INSTALLATION DETAILS 06/21/17 R.4 1/4' MAX. SHIM SPACE INTERIOR 3/16• TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETF7MASONRYINSTALLATKIN OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRH ASTM E2112 SIGNED: OW 112017 MI WINDOWS AND DOORS LLC XttR IIII/f/ LU,/ 650 WEST MARKET STREET GRATZ. PA 17030 J 5 GEA S,9iA SERIES 420 SGO REINFORCED WITHOUT ADAPTER s 99 FRAME INSTALLATION LLL ATIOONDETAILS F0.l8 2,Sa I E TAT OfollarN: orc No. RLv clORtOP• L' V.L. 08-02249 C//SSj EI G IOIIIAI11t\ svLt NTS10/30/13 sNEE16 Of 10 L. 14011ERTG LOW" PA JAM WOGDF& W RD LEWISWLIE AC270M Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR LU LL.JJ INTERIOR 0 BE SET IN OF TIED SEALANT 810 WOOD SCREW I WOOD FRAMINC OR 2X SUCH BY OTHERS MIN. RENT Ll/YG YI I W.MG VERTICAL CROSS SECTION WGOD FRAMING OR 2X SUCK INSTALLA TRW NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VWTHASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS aLvmora ocsoavrlon arz A9PROYED ADDED FIANCE AND nN WSTALLATION 12/10/13 R.L REVISED INSTALLATION OETAILS 08/03/15 FILL REVISED INSTALLATION OETASS 06/21/17 R.L 1/4' VAX, SHIM SPACE JAMB INSTALLATION DETAIL NOW FRAMING OR 2X BUCK INSTALLATION SIGNED: OW 112017 MI WINDOWS AND DOORS LLC R llLrrr, OM650WESTMARKETSTREET GRATZ, PA 17030 J\? . • 9 i C£N6e •LP fr• 0„61T5 = SERIES 420 SGO REINFORCED WITHOUT ADAPTER X rrESTTIOFLANGEINSTALLATIONDETAILSZA • TAT OF 4r rite . 1OR10 aGt' OR4 orc av 08-02249 1/filAj1%0, Luis R. Lomas P.E. FL No.: 62514 sL 1s NTS om 10/30/13 OW7 OF 10 LAWRTOLOMASAL Ia2w000FORDR0LEVASm.18NC27= 4364MI-am mmossbanm".=0 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATICN. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND.IOB?SEALAAIT BY OTHERS TO BE DESIGNED UI ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE STD SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED Of PROVED SEALANT L 1/2" MIN. EDGE DISTAW 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS A" 11— RLVmfts RLV OC92WTDN OATf NYROAD A ADDED FLANCE AND FEN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION OETNLS oB/03/1s R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS DOORS LLC WEST MARKET STREET650S vGRATZ. PA 17030 CENS 91p SERIES 420 SOO REINFORCED WITHOUT ADAPTER 0,,613SI FLANGE INSTALLATION DETAILS gyp, TAT OF ORAW orc NO. REV F• ORIO; • ss,QNA`E 08--022249 C seNc aTENTS 10/30/13 8 OF 10 N 1 L ROBERTO LOMAS P.E. IAW wnODFORO RD LEVASVILL4 NC 27029 Luis R. Lomas P.E. fL No.: 6251443&m4m n9hnm®aNmgp Dom 1 1/2" MIN. 1' MIN. NY REASONS 0MRIPION DATE APPROVED SEPARATION EDGE DISTANCE A ADDED FLANGE AND FlN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 C REVISED INSTALLATION DETAILS 06/21/17 R.L. a:.; 1 1/4' MIN. a• '• EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1/4' MAX. 1X BUCK r SHIM SPACETOBEPROPERLY1" INTERIOR MIN' SECURED SEE NOTE 3 SHEET I EOCE DISTANCE k3/16' TAPCON n i 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR LI__ll INTERIOR 1 SEP/ SILL TO BE SET IN A BED OF APPROVED SEALANT a 7 At 1 1/4• MIN. a' EMBEDMENT e: ' • 1 A 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRV INSTALLATION 3/16' TAPI CONCRETE/MASOI BY OTH OPTIONAL I BL TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INEERIORAND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED INACCOR13AACE WIIHASTAI E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS 011AMr. DNO NQ R V.L. 1 08-02249 soy c NTS I O"'m 10/30/ 13 ISHM9 OF 10 L AWERTO LOWS AE 1422 WOODFORD RD LEWSVILLE• MC 21021 434d1014022 rmNwO+I a..c m SIGNED: 062112017 R 11L 01• GEN3.• p TA E OF e = O'° F•''t0R10P:• i's'ONA j10 G`. Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING —I 1/4 MAX BY OTHERS r SHIM SPACE 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN p8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK LNSTALLATOM FOR SILL INSTALLATION SEE SHEETS 4•1 INTERIOR TRIM ltbtsms AEV cescar11011 aft j MMRTIm A HOED FIANCE AND FN INSTALLATION 12/10/13 R.L DETAILSREVISEDINSTALLATIONDELS 08/03/18 R L C REVISED INSTALLATION OETNLS 06/21/17 R.L 1 5/8" MIN. EDGE DIST. TRIM 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED L 3/18" EXTERIOR a PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN. METAL STRUCTURE 1/2' MIN. EDGE DISTANCE BY OTHERS EDGE DISTANCE TRIM INTERIOR 1 3/8" MIN. EMBEDMENT HOOK STRIP I HOOK STRIP f 10 SELF DRILLING SCREW 10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION METAL SINUCNURE HOOK STRIP INSTALLATION SIGNED: OW 112017 2X SUCKMOOD FRAMING MI WINDOWS AND DOORS LLC a Il o,, 650 WEST MARKET STREET N \ • . • • • . 4f9GRAT2, PA 17030 GE SE, l+y SERIES 420 SGO REINFORCED WITHOUq1O o,,61251/1' NAILFIN 8 HOOK IMSTALLATION D TAT Of NOTES. EXTERIOR DRAWR 1. IffrERIOR AND o110 w. O' F•'LORIOP• 46''0NA;tEtEG\ NOT SHOWN FORCLARFINISHES.BY07iiERS. 08-02249 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE se"NTS att 10/30/13 10 DESIGNED LN ACCORDANCE WITH ASTM E2112 L AWERTO LOMAS P.E Luis R. P.E. I4W K000F0RC RO LEWSYLLLE NC 2MM FL No..:: 6252514 Florida Building Code Online https://www.floridabu i ld i ng.ore/pr/pr_app_dtl.aspx?param=wG E V X... Business & Professional Requiation rc ism acts Home I Wy to I user "Isttaton I Hot Topics I scant SwOmMe ; stage Facts I PA'katora Fec sun I acts ste Map I tides I see,rh Florida rt(;=Product Approval A USER: public User Product Geu > BmduR er Aanlnrtlen 5®ah > Agri t mt > Appemtion Detail FL # FLIS279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/OASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 R5 Equly 20170809 - FBC - DASMA 106 eauly,od FL15279 RS Eauly 201Z0809 - FBC - OASMA 115 equujy.g_df I of 7 4/15/2018, 5:17 PM Florida Building Code Online https:H%"Yw.floridabuildiiig.org/pr/pr_appjtl.aspx?param=wGEVX. ' Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page I Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Model, Number or Name I Description 15279.1 001 W3-09 DSIE-IA171: 2050, 2051, 20S3, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, 5FL38, SRP38, 134, 135, 136, 613 0,6131, 6133 Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-1A471: GD1SP, GRISP, 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). 0 0 Page l/80 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 Certification Agency Certificate Fuse _as ceA_tt ttt.ems_pL99 _oLso.fttracUa"jWf of WspectlQq_-pdf FU5279 R5C_CAC W3_ustipg_ nteRek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions P1.1t.5 2..R5 1 4.!`CL S vl Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/6" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate - -- - - I EL;.5zZ9 5SSA e t wittLoroof of contrast and proof oLLnvpestL9_n_-Pkf EU5272 R5 C CAC W3 Wtinu Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 95-1I-1Q39k21teY0.f,Rdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Thud Party: 15279.3 003 W3-09 DSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 910' wide) HDPL33, 7130, 7131, 7133, 8130, WiNDCO0E0 W3 Garage Door 8131, 8133 Limits of Use - - Certification Agency Certificate - - - Approved for use in HVHZ: No FLIS279 R5 C CAC Letter with proof of CQn_t%tLand proof Approved for use outside HVHZ: Yes oLI05ReSSlQn p Impact Resistant: N/A FL1sz79 5 C G9S W3 Listing Intertek.pff Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS II 304175-Rev0l,pdf windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050,- 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car (9 2" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Othert 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 j comply with the impact resistant requirement for windborne I debris regions (ref 1609.1.4 F8C). 15279.5 005 W3-16 DSIE-1A471: GO1SP, GR1SP, GDILP, GR1LP, AR1SP, AR1LR 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 windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of Insoection.ga FL15279 R5 C CAC W3 Listing Interne ,Ug Quality Assurance Contract Expiration Date 05/21/2026 Installation Instructions FL15279 R5 it 101820-Rev13.pQf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0' wide) WiNDCODE® W3 Garage Door Certification Agency Certificate F41527,9 95 C CAC -Le cLvv11th emof afsggt!ag ar -prggf of InsRection.ad( FLIS279 R5R5 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104028-Rev01.pd Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 OSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 1 8131, 8133 l Limits of use Certification Agency Certificate Approved for use In HVHZ: No LFAjt5CCAS -Letter with proof of contract and proof Approved for use outside HVHZ: Yes 9JJnsue0w,a0f Impact Resistant; N/A FL15279 RS C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 II 104168-RevQl gdf windbome debris regions. The product without glazing DOES Verined 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 1 Created by Independent Third Party: 15279.7 1488, 007 W3-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) 75, 190, 84A, 94, 42, 48, 55, 420, WINOCOOE® W3 Garage Door SSS, 4RST, 6RS7; 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.8 ~- 008 W4-09 DSIE-1F171: 4300, r 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate - FL15279 115 C CAC Letter with omaf of contract and groo Qf1L5QeSL40.R11( ELa 2Z`LBS CE1 w.3J,L5ti g_tntert4kudf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS 11 101308-Rev12,gd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga min.; Interior skin 27 ga. min.) Single -Car (up to 9V wide) WINDCODE@ W4 Garage Door Certification Agency Certificate - - - FL15279 IDS C__( .CSetter wit LPISM( QISRRtract.4nd-ap-0 Of 11120ectI00,99 FL15279 RS C CAC W4 Listing Iotertek.Of 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_dti.aspx?param=wGEVX.::" meets the wind load requirements of the building code but Installation Instructions I DOES NOT meet the impact resistant requirement for , FL15279 R5 11 101652_B_Revll_pdf I 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 b Inde endent Third Party: 15279.9 Limits of Use 1 009 W4-09 OSIE-11`471, GDZSP, Gallery/Artistry/Expressions: 2" Double skin Insulated EPS 1 GR2SP, GD2LP, GR2LP, AR25P, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - I AR2LP, EDZSP, EO2LP, 4302, HDGC, J Car (up to 9'0" wide) WINDCODE@ W4 Garage Door 6202, SFC68, MFC68 JI Approved for use In HVHZ: N Certification Agency Certificate a FL152.7.9 RS C CA_C Letter with proof of contract and proof Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-7.9 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. of Inspection.gcIf ELILSZ 9 AS C C&C_WA-LI ting lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F1,15.2Jy R$_Il 193969-B_Rev_02.pdf IVerified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Ii Evaluation Reports I 15279.10 010 W4-09 DSIU-1F171: 9200, r 9201, 9203, HDP20, HDPF20, HOPL20, 7200, 7201, 7203, 8200, 8201, 8203 Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use -- - -- I Certification Agency Certificate - 1 - Approved for use in HVHZ: No FLt527_9 RS C CAC Letter with -proof of contract.and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: N/A FL15279 RSRS C C:C W4 Llstinn Jntgrfl .O_f Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date I Other- The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions I DOES NOT meet the impact resistant requirement for EL15279 95 I( 104183-RgvO1.po( j windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 1011. W4-09 DSIUO-IK479: 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 1 comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 428, 488, 555, 4RST, 6RST, 4RSF, 6RSF, 211ST, GO55, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EOSS, E05SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Double Skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate F43.S.Z9R5 C CAC 4etteLrYlttl.Df.QOLO COIlCC3Ct_d!]d_Df00f oj lispe4tloll,pdt FL1.5279 R5 C CAC W4_Usting_Intertek.pdf. Quality Assurance Contract Expiration Date r 05/21/2028 1 Installation Instructions fLl$?79 RS [i OQ45¢v0 f 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 FL15279 R5 C CAC Letter with proof of contract and oroof of inspeg ion. Af FLIS279 RS C CAC W4 Listing Intertek.p9 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5_It 300159:8=Rey16.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports - - Created by Independent Third Party: J 4 of 7 4/15/2018. 5:17 PM Florida Building Code Online https://www. floridabu ilding.org/pr/pr_app_dtl.aspx?paranl=wG EVX... 15279.13 1013 W4-09 PAN-2F441: G4S, GS4, i G41., GL4, GD4S, GD4L, GR4S, I GR41., G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, E04S, ED4L, E4SV, E41W, EO4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. 15279.14 014 W4-09 SPO-21`449. Grand Harbor, Stone Manor - _- Limits of Use Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with gr9.of.pf_cgnt ct and proof ofinsuectlon,Pdf FL15279 R5_jQ_.CAr_W4 LiktIQg Intertek.od Quality Assurance Contract Expiration Date 05121/2028 Installation Instructions EL15222R5_II_ 1Q3406_-Q_ 3eYA.t& Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan ( min. 24 ga.) with Overlay Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door - Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CACLgtter w-jtlLproof ofcoret an proof Approved for use outside HVHZ: Yes of Inspection.QQf Impact Resistant: N/A FLl 527.9 R5 _rjr.AC W1 Usting Intertek.pdf Design Pressure: + 25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but I Installation Instructions i DOES NOT meet the Impact resistant requirement for I FL15279 R5 11 103549-Reyft,npf 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 FOC). Evaluation Reports Created by Independent Third Party: - - • -` 15279.15 015 W4-16 DSIE-1F171: 4300, 2" Oouble-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) 1 HOGL, HDGF 66, 66G, 67, 67G, 68, WINDCODE® W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 i Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No FL15279 R5 C 1C C LetterwithproofofcontractandRroofApprovedfor use outside HVHZ: Yes of Inspection.01 Impact Resistant: No FI 1 279 RS C CAC W4 Listing Intertek.odf Design Pressure: + 25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date I 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 FLI S279 R5 It 101481-8-Revl3.nd 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 1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, E02SP, ED21.13, 4302, HDGC, Car (9'2' up to 16'0' wide) WINDCODEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL] 5279 ft5 C CAC Letter wit proof of contra anAprQgf Approved for use outside HVHZ: Yes QUonection.Ddf Impact Resistant: No rtek FLIS279 RSCCACW4Ustingjte.QQ( Design Pressure: + 25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLI5279 R5 11 104029-8-Reyal.po.f windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSlEO-1F479: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior Coachman/Settlers/ Affinity skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODEO W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Florida Building Code Online littps://www.floridabuilding.org/pr/pi_app dtl.aspx?parain=wGEVX. I 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 Otherr The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 I 018 W4-16 OSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPt20, 7200, 7201, 7203, 8200, L8201, 0203 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but I Certification Agency Certificate FL15?79 RS_CCAC Letter with proof of contract and proof of Insoectlon.pdf FL15279 R5 CSAC W4 Usting Inteitek.pdf Quality Assurance Contract Expiration Date Os/21/2028 i Installation Instructions F1,L5279 [;; It 03046 Rev07.o Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: IEvaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate F L 5 79 RSC_CAC_Letter wttkp_ oof-of_contract and proos 91' inspection.pdf I FL15279 RS C CAC W4 Usting Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 11 104I69-Rev01.pol 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: 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product I meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for wiridbome 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-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF 6RSF, GOSS, GD5SV, GRSS, GRSSV, ARSS, AR5SV, EOSS, ED5SV Limits of Use — _-- - - -- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for I windborne debris regions. Go to Pager Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2' to 16'0' wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FLI5279 RS C CAC Letter with proof of contract and proof of 1 spection.pdf FLI5279 R5 C CAC W4 Listing lntertek.odf Quality Assurance Contract Expiration Date 05/21/2028 installation Instructions FL35279 R5 fl 104457-RevO2.p-df 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 E15-279 RS G_C9-C Le,tterwith PL99-f-o%or1(rect a-qd-proof of Inspectionpdf FLI5279 R5_C_CAC w-4-Llsttng-lntertek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EL152Z9_ft5Ji-10.V I1_B:Rey15,pd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aadr Nara 0 0 Page l/ 8 0 0 Q0t.ri ire :: 7,6g1 I tStorm floaditoad taftaAass FL jZM none: AMhjAL-.MUj The slate or Florida Is an AOVEEO employer. Com1>sLt.3t?07•;pl3-su4te pL&Et4a, :: 0&"_5iitCMMj :: ACMSMV.Statement :: Refund.Saterne Under Fbeda taw, email addresses are pubk records. If you do not wait your e-mal address released in response to a puttk•records request, do not send elew nt 6 or 7 4/ 15/2018, 5:17 PM Florida Building Code Online l)taps://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVX... mall to this entity. instead, contact the office by phone or by tradtbnal mall.0 you have any Questions, please contact 850.407.1395. *Pursuant to Section 455.275(1), Fbrda Statutes, .ffmtve October 1, 2012, btenseta acensed under Chapter 455, F.S..Wt provtle the Department with an emal address If they have one. The emafts provided maybe used for officb1 commun catbn with the ltensee. However emal addresses are pubs record. 0 you do rot wish to supply a personal address, please provide the Department with an email address which con be made available to the public. To determine E you are a licensee under Chapter 455. F.S., phase tack two, Product Approval Accepts: FIR® Credit Card Sale 7 of 7 4/1512018, 5:17 PM ma r Q tUml EYRNQ tom• Y1a7 ./aL Oa® Gma asar 1 a G. 10 G. •a a.m, IGNA Ir mGm I true. ac.V 1 om Y>aV a AfW-12 Bali' on cm. rl=71111 IWEII SHEET I OF 2 OpnoNAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZNG. SEE SECTION B-8 FOR OETARS VAIL STANDARD SRE IS 42-1/2'06'. IMPACT RESWMff CLAIM IS 21-5/Nr.14-1/6'. Mwi FIM71 1 Fiw7 11 W71 1 FUNI I Fiw7l I IFW-71 1 Mw11 11111111111111111111illillillillillI 1111111111111111 1111 11111111pijiijii 1111 f1a a1M MT6Gm 10GKKAC D'aW tb 1Wii. C911a6. vnr m SNIP LAP Jam. m >4 4, avean • I/ DENs" POLYSTYRENE FOAM WSIMTION 1-5/16- THICK WON wm HAIRCELL BACKER QMSLLATED MODELS ONLY) 23 G MIN. GALV. STEEL SION WRIT A BALED -ON PRIMER. ree JR.fi.l AND A R&W-ON POLYESTER TOP COAT APPLIED TO BOTH son OF STEEL SKIN. SEE SHEET Two FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B'; TRACK AND JAMB DETAILS. Z=4 - na ao a:e a G®remmisr o Aa1 Gi.. r ierra pma raa-.q Iw r wve earsa q Now AGO a rr r a aa. A ..Oaf m e•a a M ReM Ast .I mli • •mROiaa aM OO Nloma..s raaArba 0, *ARM ILC.11&C.01 LC I LC I R Clopay Mom; PAH_2P dt<. 1 /3/27 eIL 1Talavm ° Building Products M.°S61sON°UKEam .B`3aw °fA"" "' Luc Com On (613) 770-4600 I -- .....,...... oao:e er. IAWW PRODUCT APPROVAL IS279 eerevw A -A 190E XW r TALL20CA. ALBARVSTEEL MIN. YEOL STREHOTII. SO K51 2" TIGCK -d 3' r 7/6• rr r 12 CL CALV. STEEL TOP ROLLER BRAOCET. fi1CI1 BRAC7LET A Y/(( 4) 14 CA CALV. ROLLER NINMEACH mmCE FASTENED TO 00 STILES WITH (4) /14.3/6' SHEET METAL SCREWS AND (4) 1/ 4'23/4' SELF TAPPING SCREWS. SEE MEW Ti'. r TALL 20 GA. DALV. STEEL U-BARS W A 2-1-2-1 PATTERN OZ. TWO U-BARS ON BOTTOM SECTION. ONE u-BM ON REV SECTION. ETC.). ECK U-BAR ATTACHED LOTH ( 2) 1/4&/4' SELF TAPPING SCREWS PutSn LDGTION. ATTACHED WITHS(2) 014d/8' SHEET METAL SCREW& DESIGN LOADS: +24.0 PSF k -24-1 PST TEST LOADS: +36.0 PSF A -37.0 PSF Vdaa. e Yflla ALL R Um W 4 ®16.0'w . 16'0,N C2c11PTm. CLASSIC AND CH RP STEEL PAN DOUBLE -• CAR, 16w PS +24/-24.s F BRAVING aNlam 101711 BC eerff1 a wn mat as 4 n !r tl 4tA>« m a r7rr On tef trII11 erv 1 tasv m amw I ' ff P ? wema scCrarm temn a a-aaa .-I/ tw war 4— 100 SUNNII A Mu ma Co ton Hoar a'arca OW pAm A .o maap -- WIN IRimI 14%r alaff foam a Ir t o m ra r moaD a r auras ( p t1aLq I G6 • am a rlll Wom NOWAIMm omiia<, mm UN TO • OUCH Der W ad. Tm-m.. amm Gem r -ao MOO Na -.oaf ataruc PASIaae am MIR tafa--ra r aw ..Kaom a' Doff ARarD Ta am INS IGAAf Pfc / ! a G ra aa.. am aw snc IMPACT RESISTANT ASSEMBLY DETAILS IDRAWING101711 -A SMnON A -A (IMPACT-RESSTANT CLA„NC OPTION( Wr v OPIUM smarawt a.awa-m NORae apt mP.- Pare -s emma NAME AVLOW ovum fur is —amp. tf`MINN. au-m- e.tOr Pmrffa 0 PAGt a I•e Af . La•.-..pe re-t WOES am r.e000 STANDARD ASSEMBLY DETAILS DRAWIRO 10 171 1 -8 Prerra-I POrr -m ur aG.om a aulfsf tlfrAfc mffaffPGrI - wr-oPo ar- sma- IoaAn Aam AIr / rm IOm iaO-. LAW smvm oaam. S m, aver. aafnK a Pan>tmrm afa a ulai4 O I7PO,D ac ICafat - aata>o.rr1 -GI pWr-a he amA .sm-.r mum - afrnu..ff INN fmofA rfalf Irt a.- tam I-Gr-mO1R a n- fLa" aAmm c m acm do "c GRIND amedloom wlOfrl-. a pv. mom is aHsL MI[ SHEET 2 OF 2 _ i- AA' .Aa OOb _ - II 1 u G Gur..atoc as w a-o -ram. i isma N ca%r"a au `.m"nr+•K aim G TGaf Flom Tf .. G ally. aalar fact MOI .-m ra lIp puoww m .. -amm l a.m to e 1 I'-/ f' fW7 • .Art7 ./ryr mr aroma WOOL IrG . N' aw --Ia r m a-r- tIw flm ALTO -rm t, m an amna. Ts Alldmoarml i Ta aea or nm--raef- macn--a amma ema Gr iw or ad, PoIMMI . a VIC, to T.O tr-Ar a as KoG n°wQ ON erwae waoo maa rs nr um SWAUTM ire woOFMCGamNGT ARCCT na MNG UW NATW W TN6 DOOR r tm4 MAIN, .PO um r7 G aa1. Om Nta a1PaT. lia :Co rump rmo dram ewrxu Gfp" MGAQGNOIL is Gnrn- uiPWm uo soma r er L®LL1dE0i K apnm @ AW g t• tt/Yr12 G "m flm IF" macm Opf tal mm swam Pa sm bow mrr-. at -a 6 'A i • r. 8i(vra anr,mrwo Ta TreiGuam for maa2®a n°eIRNNA 1• Iraa mAr ia -mra .R ROIam DESIGN LOADS: r24A PEF t -213 PSF TEST WADS: + XG PSF t -37.0 PSF MPC PAN- 2F153 `ado arm Aa ® Um Clopay W 4 AND CH . STEEL wn +/3/ 0 °' CLASSIC AND CH RP STEEL PAN 1M°r " af WMA P Building Products M°0ssa+01'oN s°LsoVDao D""" R JAC DOUBLE -CAR, Tati+ +24/-24.5 PSF MWW B 101711 IBC Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?parain=wG E V ) l RegulationBusiness & Professional aCLS Home , tng In I User Registration I Hot Topic I Submit Surcha,ge I State S Facts I R,blcatbrc. I FBC Stall I ECIS Site Map I Links I Search 1 b a product Approval i 'rUSER: public User 02&aAAWmv- l Menu > 0ggty9r—App&ptbn 5sa¢p > Qpp-ko VttAt > Approtbn Derail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by OBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WOMA/CSA 101/1.5.2/A440 AAMA/WOMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2011 2008 2011 I of 4 4/13/2018, 7:05 AM Horida Building Code Online https://www. floridabuilding.org/pr/pr_app_dt i.aspx?param=wG EVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL it Model, Number or Name 1 17499.1 — 1185 SH ' Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- +55/-55 Other: R-PG55', Missile Level bedded In Pecora 896 sealant. 01/15/2018 01/15/2018 01/21/2018 Description 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate --- - —- _ 1 FL17499 R3 C CAC MI Window- 185 H (Fln) Impact J.RdI FJ 17499 Q3 C CAC MI Windows - 185 SH (Fin) Impact W Qo r g.11df D, Wind Zone 3. Glass to be Et17449 R3 C rAC MI Windows - Ins SH (Flange) imvact 17499.2 1 to 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 __ L5 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other:R-PG60* I 17499.4 --- 185—SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60• L31 adf - FL174R3 C CACMI Wm - 165 SH (Flange) Impa 4)., p4f Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499 R3 If 08_Q2545_@,g& Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FU7499 R3 AE 5133218-3.pdf Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate — FL17499 R3 C CAC APC(13361 CFLj26.01.-109-47-RO 18$ I. 5nIFLG waiveF),odf EL. 17499 R3 C CAC MI Windows - I FL17499 R3 C CAC MI Windom - 185 SH LEWA12)j& FL17499 R3 C CAC MI WiMdQws - tA5 SIL(Fjanas) M. Rof Quality Assurance Contract Expiration Date 10/ 08/2018 Installation Instructions FL17499 R3 11 08-02549B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes it Evaluation Reports FL17499 R3 AE 513327E-4.pdf Created by Independent Third Party: Yes — — 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FLI 499 R) C A4-APC(13363)E1729,01-149 SH ( fti$ waly pelf FL17499 t C CAC MI Windows - 185 SH (F1n1_(33),pdf FL17499 R3 C_ CAC MI Windows - 185 SH (FRI)A141AW( EL17499 R3 C CA-C I Windows - 185 SH(Flaa gg) 11). Pdf Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions i FL1749,9 R3 lI 08-025595.pdf VerifiedBy: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133288-5 pdf Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame iG Single Hung Certification Agency Certificate FL17499 R3 C CAC APC HQ462.01-109-47-RO 185 SH 4425. L2).Psif Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/13/7-018, 7:05 AM Florida Building Code Online https://www.floridabuildiiig.org/pr/per app dtl.aspx?param=wGEVX". 17499.5 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D. Win bedded in Pecora 896 sealant. FL17499_R3 11 08-0311i3.pdj Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports j FL174 9 R3 AE 514082.odf Created by Independent Third Party: Yes 52.72 Fln/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL37499 R3 C CAC MI WIMtows 185 I F n IsnpaU Yes (2).odf FL37499 R3 C CAC MI Windows - 185 SH (Fln)_Impag 311tdj Zone 3. Glass to be f117499 113 C;C MI Windows - 185 $jUFIana@) 1MVA t U_adf FL37499 R3 C_CAC M1 Windows - 1@5 SH (Flanaje Impact S) •pdj Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-0_2544B-1.pd( Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL174%9 R3 AE 513320E-1,pdf Created by Independent Third Party: Yes 17499.6_ - -1185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1 Approved for use outside HVHZ: Yes FL37499 R3C CAC APCW-3jk ]E1725A1_LO2A?-ga-185 Shl( ELG--waiv 5-8IG 1-8A 52 1 8X8A.R4-Q(jkQ9.I8),pdj Impact Resistant: No FL3Z_49.9 R3C_CAC_W Windows - 185 _SH Fin Design Pressure: +60/-60 jj0). pdr FL17499 R3 C CAC-11_W 9 1$5 SN (Fp}_(yj pdf Other: R-PG60 F_L1749_9RC CASSti_Windotiys_1@5_y(FI r 1(Q),p IL Quality Assurance Contract Expiration Date 10/ 09/2018 Installation Instructions FL37499 R3 II 08_025AfiB-2pds Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL37499 R3 AE 5j3322 -2..pd( Created by Independent Third Party: Yes 17499. 7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 11002 Flange Frame IG/ SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No ELd 2R3 C CgC_1[ Windows_3¢SMJH-ple-(Pin) Approved for use outside HVHZ: Yes 3) pdf r Impact Resistant: No FLt 9 g CCJSC MI 3YindevlS Qi.SHTNpie_("n Design Pressure: +50/-50 i Other. R-PG50• FL37499 R3 G9C,RLyU Qaws - 185 H Triplg_(Flanae) C3L. pdf LLA 4 C CACtlI Wind-ows_1Q5-5ffgjpLe F e) L41.,. pd1 Quality Assurance Contract Expiration Date 10/ 20/2018 Installation Instructions FL12499 R3 11_08:.qZ59.8a.pdf Venfied By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EU7_ 499-8.3-A- E_5.W_7_48_SLpol Created by Independent Third Party: Yes 117499. 8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/ SG Single Hung Limits of Use 1 Certification Agency Certificate _ Approved for use in HVHZ: No fL1749.9 R3S CpSC MI Windows - 185 SH'fWln f n) Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 R3_C CAC ML Windows_185 SH TWIn (Fin Design Pressure: +45/-45 4),pd( Other: R-PG45 fL17499 R3 C UC Mt Window$ $41 TKin (Flange) C3): pdf 3 of 4 4/ 13/2018, 7:05 AM Florida Building Code Online lii(ps://www.Floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX... fld.7 fl3£Mt Windows - ]85 SH Twin (FIa1(29) I Quality Assurance Contract Expiration Data 10/20/2018 n I Installation Instructions FL17499 R3 t1 06.025478-7.p Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports — — — I( EL17499 93 AE 5133235_7.pdj Created by Independent Third Party: Yes Bade Hart Contact Us :: 2601 ale'r bane Road Tasadrossee FL 32399 Phone• 1150.4 7-1 2d The State of Florida is an AA/Ee3 employer Coovddtd 2007.2013 State or F N" :: My_Stetemem :: &=1f fyv Statement :: RaAmd Statement Under Florida low, !mall addresses are pubk records. 8 you do not want your a -mad address released in response to a pubic -records request, do not send electronicmadtothisentity. Instead, contact the office by phone or by traditional met Ir you have any Question$, please contra 850.487.139S. 'Pursuant to Section 4SS.275(1), Florida Statutes, elrecthre October L. 2012. kerwees licensed under chapter 45S, F.S. must provide the Department with an email address V they haveone. The emab provided may be used for ollic al communication with the kertee. However enact addresses are pubic record. U you do not wish to supply aPersonaladdress, pease Prbvde the Department with an email address which can be made available to the pubic. Tb determine r you are a kensee under Chapter 45S, FS., pease ckk b=. Product Approval Acmpta: Credit Card Safe 4 of 4 4/ 13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 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 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 REOUIREO 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 4ND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WINO LOAD DURATION FACTOR CO-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM. E1300-04/09. SEF SHEET 11 FOR CLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REOuIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I Ra I ocscAsnww I DATE I Amw a A I REVISED ANCHOR SPACING & CNAR15 1 07/11/16 1 R.L. 1 8 1 REVISED CLASS 1 10/02/17 1 R.L. 15.FOR ANCHORING THROUGH FRAME INTO W000 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 OETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORRCSION RESISTANT. 19. 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 S. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048") FY-33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NOA DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS a - 10 INSTALLATION DETAILS it COMPONENTS SIGNED: 1211412017 MI D0WINDOWS OOOR LLC I IC650MARKETDE,T 511It 0 ,,'/ GRATZ. PA 1700-0370 i•GEVS gip- 1r• O 5 4 = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT NOTES E OF ; i4•nFip [ORt, Gam#'`• DMrN: owr 40. Rcv 08-Orc2 5a9 8 S/ONA11S\ Luis R. Lomas P.E. FL No.: 62514 swc DATENTS 12/29/14 I OF 11 L OKWRTO LOU" Alt tMw=FOROROLEWLSvUENC27M 434-maw dbMagdwftNI dAQM 2' MAX I L 16" O.C. 72" — AAX LAME TIGHT 52- MAX FRAME WIDTH F--{- 1 G' MAX O.C. —{ I1_ PJj OMAX / X IL 52' blAX FRAME WIDTH -- 2" MAX 2" I.W 16" MAX O.C. 2' MAX 1 2 C 16" O IMAX / O.C. 72' T- MAX FRAME HEIGHT 4 X I I1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR NEW DESIGNER EXTERIOR VIEW FLANGE A FNLESS INSTALLI TION FLANGE A FINLESS INSTALLATION SEE CHART 1 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART of FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RA71NG 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/a' X 32 1/2 AT 6" FROM BALANCE AT RE"SIONS my OESCRIM41 I CGrz I A"MKC A REVISED AUCHOR SPAONG B CARTS 07/11/16 R.L. 8 REVISED CLASS 10/02/17 1 A.L. CHART #1 Number of anchor locations required Frame Frame Width In Height 18.00 24.00 30.00 1 36.00 42.00 1 49.00 2.00 in) Hand I Jamb Head Jamb Head Jamb Head lamb Head Jamb Hand lamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 49.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 1 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 a 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 7R00 2 5 3 1 5 3 6 3 1 6 1 4 1 6 4 6 1 4 I 8 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 A: FINLESS ELEVATIONS 00"w.. owc Na. N.G. 08-02549 su c NTS 'm 12/29/1 a s"0 2 OF 11 L ROBER/O LOMA.4 RE 143t WC0DFM RO LE%7SyLLE NC 27Bt3 431.6660605 dbianslbrtiapecon SIGNED. 12/14/2017 r•'CENSF . 13 47AT c OR10, i&/OO ' 11Ea Luis R. Lomas P.E. FL No.: 62514 52' MAX FRAME WIDTH _ 52' MAX FRAME WIDTH - 2" MAX 10' MAX O.C. 2" MAX 2" MAX 10' MAX O.C. I t0' 10" MAX O.C. MAX O.C. 72' 72" MAX MAX FRAME FRAME HEIGHT HEIGHT 4 I 4 REMANS RLV 0MRRREY GTE APPM1M REVISED ANCHOR SPAONG de CHARTS 07/11/T6 R.L 2' MAX 6 I REVISED GLASS 10/02/17 R.L X X l 18S ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTAL"T10N SEE Cl1ART 12 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 92 FOR SMALLER UNITS REOUIREO ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF 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'. HARDWARE CHART k2 Number of anchor locations required Frame Frame Width In eight Pn) 18.00 HAS Jamb 24.00 30.00 AS Jamb 36.00 HAS Jamb 1l200 N A S Jamb 48.00 HAS Jamb 52.00 HAS Jamb 24.00 3 34 3 5 3 5 3 a 3 6 3 30.00 3 4 4 a 5 4 a a 4 a 4 38.00 3 54J37 5 5 5 5 5 6 5 8 5 42.00 3 5 4 5 5 5 5 5 8 5 a 5 48.00 3 6 4 6 5 6 5 6 6 a a 6 DO 3 6 4 6 5 a 5 a a a a a 60.00 3 7 4 7 5 7 5 7 6 7 6 7 68.00 3 8 1 3 1 8 1 4 a 5 8 S 8 8 8 6 a 72.00 3 8 3 8 4 8 5 8 5 8 6 8 6 8 IVI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FIN ELEVATIONS 6RA*I* OeG A0. N.G. 08-02549 W-E NTS aAn 12/29/14 S ER3 OF 11 L. ROBERTO LOURS P.E 1432 WOOOFOR0 RO LEN7SWIE. NC 2X22 434d864609 - SIGNED. 1211412017 R 11L 04i. G E N p Ar TAT OF ; 0R10" fill i/S,ONa 11`` Luis R. Lomas P.E. FL No.: 62514 ft"304 1/2" MIN REV o[scRIP1Ou arc OpRom EDGE DISTANCE A EVISED AN(NOR SPACING d CHARTS REVISEO 07/11/le R.L WOOD FRAMING 0 CLASS 10/02/17 RL OR 2x DUCK BY OTHERS 1 1/4- MIN. BACKER RODX4'& I CN.0EDMEN7 APPROVED SEALANTSPACE 1 1 MIN. III ` Q10 WOOD SCREW EMBEDMENTMPEDMENT INTERIOR I 1/ 2' MIN EDGE DISTANCE 110 W00 j SCREWWOODFRAMINGOR 2X BUCK EXTERIOR% BY orHERs BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/ 4' MAX. SHIM SPACE V6O0D FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTNERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWFSEALANF8YOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 4' MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR APPROVEDSEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 1211412017 D LLC MIWINDOWS650WESTMAETSTREETJ`5 tiae. GRATZ, PA 17030-0370 v,•GE 9J1 0,, 625 * - SERIES18SALUMINUMSINGLEHUNGWINDOW52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS DO",• $$$TATEEE OF feu` FSS OR10 " A- MLreeRB08-02549 Luis R. Lomas P.E. WA` NTS °LT= 12/29/IA I S"W4 OF 11 LROWRTOLO SP.E. IMWOO FORDROLS eSwueAC27oa7 FL No.: 62514 434- 6301=9 Abrevd-rnnrgr d" METAL STRUCTURE BY OTHERS APPROVED SEALANT 1 /2' MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE f10 SMS OR SELF DRILLING SCREW INTERIOR owl I qjEXTERIOR REVISIONS OESCIEPRON DAIC MRtOWM REwSE0 ANCHOR SPACING n L.HARIS 07/ I f / to R.L. REVISCO CLASS 10/02/17 R.L. 1/a" MAX. SHIM SPACE 110 SMS oR INTERIORSELFGRILLING SCREWS 1 MIN. EDGE DISTANCE EXTERIOR METAL STRUCTURE BACKER ROOBYOTHERSAPPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION I SILL TO BE SETLog IN A BED OF APPROVED STRUCTURAL BACKER ROO SEALANT do APPROVED SEALANT 1/4' MAX. F ShIM SPACE METAL — SIGNED. 1211412017 STRUCTURE BY OTHERS MI AND LLC650OOWESSMARKEDOOREET J\5111 111`/ 0''/,' EGRATZ. PA 17030-0370 C VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 05 52" X 72" NON -IMPACT 4.4 FLANGE INSTALLATION DETAILS OSTATE OFKv NOTES., M• mrc No. 1. WTERIORAND EXTERIOR FINISHES. BYOTHERS. M.G. 08-02549 BdG\\ NOT SHOWN FOR CLARITY. ZPERIMETERANDJOINTSEALANTBYOTHERS T08E sty oArt NTS 12/29/14 5 OF 11 7I/11j10 DESIGNED IN ACCORDANCE WITH ASTM E2112 4 WWRI'VLOMASRE LUIS R. Lomas P.E. Ia" LVGODRORO RD LELLuvaLE MC 2709 434dee-0811fl? cm FL No.: 62514 R".0u5 L 2 1/2" MIN. EDGE DISTANCEA pp. OLSeRwtaN att APPAND) I(_ REVISEO ANCHOR SPACING atChARTS 07/11/16 R.L. CONCRETE/MASONi?Y BY OTHERS—. B REVISED CLASS 10/02/17 R.L. 1 1/10 OPTIONAL 1X BUCK EMBEDMENT 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT SHEET i 1 I I CONCRETE/MASONRY 1/4- MAX. SHIM SPACEBYOTHERS 1/4 MAX. J BACKER ROD SHIM SPACE N APPROVED° f1SEALANT 3/16- TAPCON 3/16- TAPCON o •. INTERIOR INTERIOR I 2 1/2" MIN. 1 EDGE a DISTANCE J EXTERIOR BACKER R00 APPROVED OPTIONAL 1X BUCK J SEALANT FXfERIOR SEE NOTES 3 - 7 SHEET I JAMB INSTALLATION DETAIL CONCRET6MASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES' 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. BACKER ROD APPROVED NOT SHOWN FOR CLARITY. k APPROVED STRUCTURALSTRUCTURAL 2. PERIMETER AND JOINT SEALANTBYOTHERSIOBE SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 OPTIONAL IX BUCK 1/4' MAX. MI WINDOWS AND DOORS LLC 111111tII/, SEE NOTE 3 - 7 SHEET t SHIM SPACE 650 WESTET PA 17K30-037 vJ`S GEN S v F ' CONCRETE/ MASONRY SERIES ISS ALUMINUM SINGLE HUNG WINDOW ir• a 5 BY OTHERS 52" X 72" NON -IMPACT a FLANGE INSTALLATION DETAILS E 0O,• TAT OP DRAWN: mro o. REV i'c '[OR10P• e N.G. 08 02 B N75 alt 12/29/ 1 < 69 OF 11 VERTICAL CROSS SECTION CONCRETEAN4SONRYINSTALLATION 14VNt)OOFMRRDLEWSSNLLEEMC27M Luis R. Lomas P.E. FL No.: 62514 43d4d$4= dbM3s*MbffA9pLcw WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD Qt APPROVED SEALANT BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2x BUCK BY OTHERS 1 /2' MIN EDGE DISTANCE 1/4" MAX. HIM SPACE AID WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT I/`- MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLAR[M 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4' MIN EMBEDMENT i 1/2' MIN EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS ON OESCRtP1Cn OATE I &PROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED CLASS 10/02/17 R.L. 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROO APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS ORMN: INTO N0. N.G. OB-02549 s E NTS I °A'E 12/29/ 1 a ISHM7 OF 11 L R08ERTO LOWS PX.. 14" HERO RO LEMSNLLE !eC 27m 439o-099.0009 -nairr>r>..a" SIGNED: 1211412017 O 4YTOAT 1 S((,AtT1IFFE Of ;4 AL d` A'ORIOP G• Luis R. Lomas P.E. FL No.: 6251 A METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2' MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE v IS OR SELF DRILLING SCREW R SILL TO BE SET IN A BED OF APPROVED STRUC7UR.AL BACKER ROD SEALANT lY APPROVED SEALANT i/4' MAX._ SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINLSHES. BY DINERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1en+slora OSSL:IIPTKM 0VE I APOWIm REVISED 4NL40R SPACING & CHARTS 07/11/18 R.L. REVISED CUSS 10/02/17 R.L. 1/4' MAX. SHIM SPACE 110 SMS OR SELF DRILLING INTERIOR SCREWS 1/2' MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER R00 STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLA TION SIGNED: 1211412017 MI D , 1 LLCEDOORSTREssoWINDOWS Aan 511R1111L 0 i',. ENT,.'9 1 GRAT2. PA 17030-0376 A:495'047m' SERIES 185 ALUMINUM SINGLE HUNG WINDOW 5X 72" NON -IMPACT FINLESS INSTALLATION DETAILS iO. ft,r F•;[ OR10*• Sj0NA oMw,,: OMtso. R[v 08 02549 8 L.e\\*-` Luis R. Lomas P.E. FL No.: nas WALE N75 °'n 12/29/ 14 OF t 1 L. RORERTO LCMAS P.E. 1472 NOODWRD RD LEWISVILLE NC 2TR23 43d. m4 dJ LIbRl A101fp Dom 2 1/2- MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS d d • e 1 1/4' MIN. OPTIONAL IX SUCK ° EMBEDMENT SEE NOTES 3 - 7 SHEET 1 1I 1/4- MAX. J BACKER ROD SHIM SPACE k APPROVED SEALANT 3/16- TA.PCON 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16- TAPCON 2 1/2" MIN. EDGE DISTANCE I SIONS 0MRIPI " CAME APPROVED REVISED ANCHOR SPACING & Cr1ART5 07/11/16 I R.L. REVISED GLASS 10/02/17 R.L. OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 1/4' MAX. SHIM SPACE INTERIOR U EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETIRMASONRY RKSTALLATION r SILL TO BE SET BACKER ROD APPROVED IN A BED OF APPROVED NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT STRUCTURAL NOT SHOWN FOR CLARITY. SEALANT 2 PERIMETER AND JOINT SEALANT BYOTNERS Tow OPTIONAL IX BUCK 1/4- WAX. DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 1211412017SEENOTE3 - 7 r SHIM SPACESHEETI T MI WINDOWS AND DOORS, LLC 0IIIIII//I// CONCRETE/MASONPY 1 650 WEST MARKET STREET i: E l 09 BY OTHERS d GRAT2, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT VOFINLESSINSTALLATIONDETAILSSTAT; oRA1vrI: DAo r+o. Rcv F•'lOR1 P• OisS,ONA08-SHEESa9 8 VERTICAL CROSS SECTION a7ENTS 12 29/ i d 9 Of 1 1 11Ea' CONCRETE64ASONRY INSTALLATION L. ROSERTO LCIVAS P.E. JA=W 0OFORDROLENTSVR.LlLNC17= Luis R. Lomas P.E. FL No.: 62514V3°•B6ef•0669 roxue®RMurPP eom APPROVED SEALANT BEHIND FIN i 7/16' MIN EDGE DISTANCE 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. SHIN SPACE 1 08 WOOD SCREW REMMINS DESCRIPTION Wtf APPRO.fo RF,vISEO ANCHOR SPACING k 04ARTS 07/11/16 RL REVISED GLASS 10/02/17 1 R.L. lu WOOD FRAMING —• 1/4' MAX BY OTHERS SHIM SPACE INTERIOR JTB WOOD SCREW I INTERIOR MIN EMBEDMENT T— APPROVED SEALANT EXTERIOR BEHIND FIN 7/16- MIN EXTERIOR Hill EDGE DISTANCE 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN cm.cvmc,., VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLA77ON DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1 /4' MAX L INTERK3R AND EXTERIOR FINISHES, BYOTHERS. SHIM SPACE NOT SHOWN FOR CLARITY. 2.PERIMETERAND JOINTSEALANTBYOTIIERSTOLIE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED., 1211412017 MlDWSS LC 1R 11L OWOOD MARKET650ETSTREETGRATZ, PA 17030-0370 5 G E Ns FRAMING S BY OTHERS SERIES 18S ALUMINUM SINGLE HUNG WINDOW 0,,,,66 225S 52' X 72" NON —IMPACT t1i •• FIN INSTALLATION DETAILS STATE OF 1 oRA«re owe .o. R v'c[OR1 41 It N. G. 08—0 2s549 8 j ONA11 N M1E V-ZNTS12/29/14 10 OF 11 LROMRTDUZUSP.G Luis P. Lomas P.E. 14" wCODRDRD AD LEAwSM.LE' NC 270M 06404M e0mlmOwbRuMexam FL No.: 62Si4 2 3/16" 13/16" FLANGE FRAME HEAD CM-18501 ALUMNUM 6069-T5.050' THICK 2 5/16' —j FLANGE FRAME SILL CM-16502 ALUMINUM 6063-TS ASS" THICK I 1 5/8' r- IT13/4" LOCK RAIL/STILE CM -Issas ALUMINUM 6a63-T5.0&2" THICK 17/e" 2 5/iG jL FLANGE FRAME JAMB CM-18509 ALUMINUM 60GT-75.a5a• THICK FINLESS FRAME SILL CM-r655r ALUMINUM 6069-TS AW THICK 1 7/16' I 2 5I/ 16- E, 1 SASH BOTTOM RAIL CII-16555 ALUMINUM 6M-TS.O50"THICK 4 2 3/16- 1 I 5/16' 1 FINLESS FRAME HEAD CM-16553 ALUMINUM 6063-T5.050• THICK 2 5/16' - 3 3/4- FIN FRAME SILL CM -Issas ALUMINUM Sap-T5.ass ' THICK 2 3/ 16' FINLESS FRAME JAMB CM-18519 ALUMINUM 6082.75.050' THICK 2 3/ 16" --{ 2 Le FIN FRAME HEAD CM. Issas ALUMINUM 600-TS.450^ THICK 2 3/8' r 2 3/1fi. 2I" L 1 MEETING RAIL FIN FRAME JAMB CM• 18504 CM-18510 ALUMWUM 6a63-T5.055" THICK ALUMINUM BOBJ•75.a50' THICK KVISM" I m I otsCRWMR I art I APPsovm A REVISEO ANCHOR SPACING & CHANTS 07/11/16 R.L. 0 REVISCO GLASS 10/02/17 R.L. 5/8" 1/8' ANN. 1/8" ANN. 1/8' ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EX1/2" SILICONE SEALANT SETTING BLOCK GLA21NG DETAIL SIGNED: 1211412017 L_- y 1/a• 1' 15/16" T— GLAZfNG BEAD ' SASH STILE CM-laS35 CM-16507 ALUMINUM6063-T5.0SWTHICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 t11111I11I,,, J S GEIYSe •LP i 10• 0 tt = Of ; s C GRIGIDPVC.O50"THICK S ONAi1 \\\\ SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" 11 72" NON -IMPACT COMPONENTS E 61uwr« 08--02549 SNC.GH sucNTS 12/29/14 11 OT 1111ILRWERIOLOWSP.E. tl2 N000FORO Ra LEWISVs.LE AIC 2=1 43r4e64= .mm Luis R. Lomos P.E. fl No.: 62514 Florida Building Code Online https:/hvww.floridabuilding.org/l)r/pr app_dtl.aspx?param=wGEVX... 1 ProfessionalRegulation ra c am r m acts Home I tag in User Registration ' Mel Topl6 Sutmt Su CNMe Slats a Facts Ptmetations F8C Stag ; SCIS Ste Map thb I Search Florida j ®Product Approval IUSER: PubticUser M.N/Md eradUC ACOMYALtim > tarch > DDilCillkMI sf > Application Deba FL # FLIS349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@mtwd.com Brent Sitlmger bsitiinger@miwd.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Standard AAMA 506 AAMA/WDMA/CSA 101/1.S. 2/A440 Method i Option A Year 2011 2000 1 of 3 4/13/201 R, 7:21 AM Florida Building Code Online https://www. floridabuild ing.org/pr/pr_app_dti.aspx?param=wGEVX Date Submitted Date Validated Date Pending F8C Approval Date Approved Summary of Products FL A Model, Number or Name 15349.1 i 185 PW Limits of Use — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 i 03/26/2018 03/26/2018 03/27/2018 Description 73 x 72 Insulated Glass Certification Agency Certificate FLI5349 Rio C CAC APC 12786 12787.pdf Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions FL15349 R10 li_08.02357B,pdf Verified By: LUIS R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 RIO AE 5131248.pdf 1Created by Independent Third Party: Yes 15349.2 T — 185 PW — _— s ! 159 x 54 Triple CHS Insulated Glass— J Limits of Use I Certification Agency CertificateIApprovedforuseinHVHZ: No FL15349 RIO C CAC APC 1535Q,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 1 Installation Instructions I Other: R-PG55 l.15349 R10 11 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 RIO AE 513783.pdf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15345 R30 C CAC APC 15454.pgff 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 RIO 11 08-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Sanex HP / 5/32" annealed. Glass Created by independent Third Party: Yes was bedded In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports EL15349 R10 AE 513782.pdf Created by Independent Third Party: Yes i 5 149-4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated GlassI -- Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FUS349 R10 C CAC APC 8272.odf Approved for use outside HVHZ: Yes 1 FU5M9-910 4CAC APC 8273.Qd_t Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32' annealed FL15349_R10 lI 08-016146.adf 0.090 Solutla PVB / 3/32" annealed. Glass was bedded In Verified By: Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports i FL15349 R10 A 5122788.pdj i 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: +S5/-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 / 5132" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass — Certification Agency Certificate FL15349 R10 C CAC APC 796A.pdf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349 RIO I( 08-0-1613f3.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports I 2 of 3 4/13/201817:21 AM flurida Building Code Online https://www.floridahuildiiig.org/pr/pr_app_dti.aspx?param=wGEVX... { FL1S349 R10 AE S 212776.Qdf Created by Independent Third Party: Yes sack Wet<t Contact Us :: Zf gfalr Starve Road. T+Aahassee FL 32399 Phone: 850.487-182a The Slate of Florida a an ANEW employer. (:owrlaht 2007.2013 State of Florida.:: PMacy Stateme0( :: Aco idolity Statement :: Refund Statement Under Florida law, emat addresses are Public records. If you do not want your e-mal address released In response to a public -records request, do not send electronic mat to this entity. bstead, contact the office by phone or by traditional mat R you have arty questions, please contact 850 487.1395. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. must provide the Department with an emal address If they have one. The entails provided may be used tar oRlclal communication with the kensee. however emat addresses are public record. U you do not wish to supply a personal address, please provide the Department wih an emal address which can be made available to the public. To determine if you are a Ikensee under Chapter 4SS, F.S., please click ftM. Product Approval Accepts: M®® K"3 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 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 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. APPUEO AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REMSKIM 6ESG/PON WE APPROVED REUSED INSTALLATION DETNLS 08/01/15 R.L. REVISED NAME AND ADORESS 10/27/16 R.L. IS. 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 8E 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 13LOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY-33KS1/FU-52KSI OR ALUMINUM 6063-T5 FU=3OKS1 .048- THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS. CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS DDOORS, LLC IINi MARKET 91J1i Lgo. GRATZ. PA 17030 51GE 1 O51/t' SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON-IMPACT NOTES O,• TAT OF • ` ss aG\` D a0c 08-02357 8 OORI f 1lj IAj I11 V\ Luis R. Lomas P.E. FL No.: 62514 1a1E 0AM snEeNTS09/03/14 t Of 12 L ROBERlOLOAASAE 143Z WOMFORD RO LEMSVIUE NC2MM 414 85460 AlaffasOsbramm.mm 6' MAX 72 1/2' MAX FRAME WIDTH 18' MAX O.C. I 6' MAX I L 1a- MAX O.C. 71 1/2' MAX FRAM HEIGHT REFER TO CHARTS SERIES 785 ALUMINUM FIXED WINDOW 01 & F2 FOR NUMBER OF EXTERIOR VIEW ANCHORS REOUIREO 72 1/2' MAX FRAME WIDTH 6' MAX 18" MAX O.C. 6" MAX j 71 1/2- 18' MA,X MAX D.C. D. FRAME HEIGHT t REFER TO CHARTS —" SERIES 185 ALUMINUM FIXED DESIGNER WINDOW O1 k 02 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RA 7ING IMPACT RATING 3t60.0PSF NONE NOTES: I. A"wUMD.LO.: 68314•X68314' REASIONS 0ESCRPIION REVSED O/STALLATION DETAILS REVISED NAME AND ADDRESS r)4ART at 0A7E APPROVLD 06/01/15 R.L. 10/27/1e 1R.L. Number of anchors required (wNhow rigid 66 Frame home eri0th In Nflght 11.00 tern Ja00 1 42.00 1pA0 a4.00 0.60 saw 7260 M) Na3 mh N63 ma Hai jamb Na3 iamb H63 Alma N&SLamb Ha3 iamb Nei ma Hai iamb 24.00 2 2 1 2 2 3 2 3 2 3 2 4 2 2 4 2 S 2 20.00 2 212 2 1 2 3 2 3 2 4 2 4 2 4 2 S 2 2100 2 2 3 3 3 3 3 3 3 4 3 4 3 S 3 S 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 S 3 S 1 6 3 41.00 2 1 2 3 3 3 3 3 3 3 4 3 S 3 a 3 a 3 a4A0 2 4 2 4 3 4 3 4 3 4 4 4 S 4 a 4 7 4 eoA6 2 2 a 3 4 3 S 1 S 4 S S 5 6 S 7 S O/A0 2 4 2 S 6 3 0 4 a S 0 6 6 7 6 71.90 2 S 2 S 3 5 3 a 3 6 4 7 S 7 a 7 7 7 CHART" Number of anchors required (with rigid 61" Fame Frame arl0th in Might 24.00 Sides 24.00 4200 41.00 84.00 0.00 a/A0 TL60 in) NAS mh Hal Jamb Ha3 jamb OAS mh His jamb Hatt mh NAS mh HAS amb Ha! mh 24.00 2 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 S 2 Ja00 2 2 2 2 3 2 3 2 2 a 2 4 2 S 2 2a00 2 3 2 3 3 3 3 3 3 4 3 4 2 a 3 4L00 2 1 2 3 3 1 3 3 3 4 3 4 3 S 3 41.00 2 3 2 3 3 3 3 f 3 4 3 4 2 S 3 2 4 2 4 3 a 3 4 4 4 A 4 4 S a 10A0 2 4 2 4 3 a 3 4 a 4 4 4 4 s ea o0 2 4 2 4 3 4 3 4 4 l t a S 71." 2 S 2 6 3 S 3 S 3 1 S 1 4 S 4 S 4 S S S SEE SHEETS 4-7 FOR INSTALLATION DETAILS All WINDOWS AND DOORS, LLC 650 W. MARKET St. GRAT2, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE do FINLESS ELEVATION & CHARTS DRAW1: am No. J.L. 1 08-02357 VAU NTS — 09/03/14 s1cc72 OF 12 L R08ERM LOhM AE 1432 KWOFOM RO LELNSM f s Alc 27a23 4344864M eflma>IWealppWel SIGNED: 1111512016 P. I IL GENg.'9iP pTAT 5EOF ; O. c OR10P • S/ONA'tEaG. Lute R. Lomas P.E. FL No.: 62514 71 FI HI 6' MAX 72 1/2" MAX FRAME WIDTH --{ 18` MAX O.C. 6- MAX 1 e- MAX O.C. 1/2- IAX AME IGHT 6- MAX REFER TO CHART 03 — SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX —r. 18` MAX O.C. fi` MAX 16' 71 1/2' MAX FRAME HEIGHT 1 IFER TO CHART #3 --- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING+ t60.0PSF NONE NOTES: 1. MAXIMUMOL.O.: 693/4'XW21ld' fLVtom IV otsc now MEAPPAMM A REV15E0 tmwALLATION OETNLS 06/01/15 R.L. 8 REVSED NAME AND ADDRESS 10/27/16 R.L CHARTN9 Number of anonots requitud ffln Installadon Panne FOAM* ri0a1 IIn1 lYIOM d.00 20.00 L00 ftAO 4L00 04A0 0.00 0400 1t.60 llnl HAS Wmbl HAS Wm0 HAS JaMb Na9 O&Mb HAS wififflb HAS mb HAS JaMij HAS ma HLS iamb M00 3 3 3 3 3 3 4 3 4 3 4 3 S 3 3 a 3 30.0 3 3 3 3 3 4 3 4 3 4 3 s 3 s 3 a 3 3La0 3 3 3 3 3 3 4 3 4 3 4 3 s 3 3 3 6 3 43.00 3 4 3 4 3 4 4 4 4 4 4 4 S 4 S 4 6 4 41.00 3 4 4 3 4 4 4 4 4 4 4 S 4 s 4 6 do 3 4 3 4 3 4 4 4 4 4 4 s 4 5 4 a 4 0.00 3 S 3 S 3 s 4 S 4 S 4 s s s 3 s a s Kw 3 S 3 3 S 4 S 4 S 4 s S S S 3 A S 11-M a 0 3 a 4 a 4 a 4 a 6 a 3 a a a SEE SHEEFB FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN ELEVATION & CHART OR"M OYO to. J.L. I 08-02357 WAZ NTS — 09/03/14 —3 OF 12 L ROBERTO LO6MS P.E. 42? %V OOFORO RO LEVASVLLE. NC 270M 434404M Ahn>uBffarromf.ow SIGNED: 1 W.W016 5111 1I lL 0 0 5tTOF i'4'•• AclOR10? • '` Luigi R. Lomaa P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. C EMBEDMENT 1/4" MAX. j BACKER ROD SHIM SPACE k APPROVED SEALANT 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD k APPROVED 1/4' MAX. SEALANT r SHIM SPACE WOOD FRAMING f 1 1/4' uINOR2XBUCK BY OTHERS EMBEDMENT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE T 1/2' MIN. EDGE OISTANCE I INTERIOR p,10 WOOD SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK BY OTHERS BACKER R00 k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FAAMWG OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD k APPROVED SEAI ANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE S10 SMS OR SELF DRILLING SCREW INTERIOR 070 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX. j SHIM SPACE d 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX, r SHIM SPACE 3/4' MIN. EDGE DISTANCE I INTERIOR I10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION s1vlsa+a NEW GESCRrnaN IMTE APPROVED A REvISE0 INSTALLATION DETAILS 06/01/15 1 R,L 8 RFVISED NAME AND ADDRESS 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 W M ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES In ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS oRAxN ow No i J.L 08-02357 1 Smc NTS I GAT' 09/03/14 14c"4 OF 12 L RODERTOI.OMAS PE IQ2 WOWFOR0 40 LEWISWU.E. NC PIM SIGNED: 1111512016 51 R 11 L104f v, •\'G E IV - -f Luis R. Lomas P.E. FL No.: 62514 ftmmms RN DESOW11104 OAX .FPRovEo 2 1/2- MIN A REVISED 114WALLATICN OCTALS 06/o1/15 R.L. I EDGE DISTANCE EME AND ADDRESSHREVISENAM10/27/16 R L CONCRETE/ MASONRY BY oTllcas •. 4 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK e EMBEDMENT SEE NOTES 3 - 7 SHEET 1 T I BACKER ROD J I 4 MAX. CONCRETE/ MASONRY BY, OTHERS 1/4" MAX. et APPROVED SHIM SPACE SrIDA SPACE v SEALANT OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/ 16- TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 10' TAPCON HACKER ROD de APPROVED SEALANT I/ 4 MAX. 2 1/2- OPTIONAL 1X BUCK r SHIM SPACE MIN. 9 SEE NOTE 3 - 7 1 IEDGE EXTERIOR SHEETIDISTANCEi 1_ BACKER ROD CONCRETE/ MASONRY—T d APPROVED 6Y OTHERS y I I/A" MIN. SEALANT e. EMBEDMENT JAMB INSTALLATION DETAIL a e • - CONCRfiTElMASONRYINSTALLATON a 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCREIEJMASONRY INISTALLA'RON SIGNED: 1111&2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 111111IIII/ I" J\ y R LO'fq i GRATZ, PA 17030 GENjq NOTES: SERIES 185 ALUMINUM FIXED WINDOW 0 5 I. INTERIOR AND EXTERIOR FINISHES.BYOTHERS. NOT SHOWN FOR CLARITY. 73" X 72" NON -IMPACT Q E EALANT BY _ DESIGNE2. D ACCORDANR AND JOINTCE WITH ASTM E2112 TO BE FINLESS INSTALLATION DETAILS WITHUT FILLERS er: aEv Z , TAT Of ty ice%' ; C[ OR MV *0Z 08- 0257 B ij SipNAj1E\\ sousarzNTS09/03/14 5 Of 12 L. ROBERTOLOMASAE Luis R. Lomas P.E. wVwOODFDRDADLEMT9V% lF_NO27o23 434- M- 005 rD01 .am FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN. EDGE DISTANCE 1 1/4" MIN. 1 EMBEDMENT I 1/4' MAX. BACKER R00 SHIN. SPACE A APPROVED RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD k APPROVED 1/" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK BY OTHERS EMBEDMENT I1/2" 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 DISTANCE INTERIOR 110 WOOD SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INS rALLA TIoN REV510A I!iv ocscllwlaN o.TE Ppaovco 3/4" MIN A REv1SED INSTALLATION DETAILS O6/01/15 R.L. METAL r j_ I EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE BACKER ROD T k APPROVED RIGID FILLER SEALANT P10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROO RIGID FILLER dr APPROVED CEI SEALANT 1/4' MAX. I SHIM SPACE METAL I NOTES. STRUCTURE BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY L 3/4' MIN 2.PERIMETER AND JOINT SEALANrBrOTHERS ToBE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE F T- RIGIDFILLER 3MIN. EDGEE D DISTANCE I IINTERIOR 110 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS APPROVEO SEALANT 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 FINLESS INSTALLATION DETAILS WITH RIGID FILLERS OFAW'N: OaC No. ig J.L. 08- 02357 B 1tu= NTS o` R 09/03/14 1 "w6 OF 12 L ROWRTO LOMAS P.L 14M WOODFORD RD LEK SWILIA NC 27M 4344694M AwAsp6bmewe.mm SIGNED. 1111512016 v F' 0E Luis R. Lomas P.E. FL No.: 62514 REV61C:K REV 0ESCRRN0% I ant I FPWAO 2 1/2" MIN. A REVISEO INSTALLATICN OETAJLS 06/01/15 1 R.E. EDGE DISTANCE B REVISED MME AND ACORESS 10/27/16 R L CONCRETE/MASONRY 13Y OTHERS a •I i 1 1/4' MIN. I 1 1/4' MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENTSEENOTES3 — 7 SHEET 1 I1 CONCRETE/MASONRY 0 BACKER ROO 1/4' MAX. J BY OTHERS I 1/4' MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT 1 OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLERSHEET1 3/16" TAPCON EXTERIOR INTERIOR 3/16• TAPCON INTERIOR 3/16" TAPCON BACKER ROO S°ANT RIGID FILLER 1/4" MAX. 2 1/2 OPTIONAL 1k BUCK SHIM SPACE SEE NOTE 3 —) EDGE SHEET i L DISTANCE EXTERIOR ICONCRETE/MASONRY i BACKER ROO PLANT OBYOTHERSeI11 /4 MIN. SEA EMBEDMENT JAMB INSTALLATION DETAfL CONGAETEAAASONRYINSTAUATION 2 1/2' MIN. EDGE OISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY WSTALLATION SIGNED: 11/152016 MI WINDOWS DOORS, LLC OW. MARKET GRATZ. PA 17030 y • v GENSFgiD y NOTES: 1. INTERIOR ANDEXTERIOR FINISHES. BY OTHERS, 0 5'r'•E`+* SERIES 185ALUMINUM FIXEDWINDOWNOTSHOWNFORCLARITY. APERIMETER AND JOIVTSEALANTBYOTHERS TOBE 73" X 72" NON —IMPACT FILLERS gyp E FINLESS INSTALLATION DETAILS WITH RIGID TATOFW OFSIGNEOWACCORDANCE VWHASTME2112 i F ORIOP• • OWN: owe No. Rev 08 57 BiiYspNA11G``` swc o.n sMCET NTS 09/03/14 7 Of 12LuisR. Lomas P.E. FL No.: 62514 L ROWRIO LORAAS P. E. 1p21W00MRO RO LCIMSVILLE: NC 27= 4.VQ00- 0000 AwrAsaw wwoexM WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD § APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT I I 1 1/4- MAX. SHIM SPACE 110 WOOD SCREW EXTERIOR INTERIOR FIO WOOD SCREW RIGID FILLER SACKER ROD k APPROVED SEALANT 1/4" MAX. BEHIND FLANGE r SHIM SPACE WOOD FRAMING f 1 1/4- MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2' MIN EDGE OISTaNCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 4LVOO S RLv DESCRIPWN uuC APMRMD 3/4' MIN A REVISED INSIALLATION DETAILS 06/Ol/IS R.L METAL I I EDGE DISTANCE STRUCTURE 1 I 2 REVISED NAME AND ADDRESS ID/7)/lfi R.L BY OTHERS 1/4" MAX. SHIM SPACE_ BACKER ROD k APPROVED SEALANT BEHIND FLANGE 610 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE 1V0TES. METAL I. INTERIOR AND EXTERK7R FWISNES, BYOTHERS, STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4' MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. 1 1/4' MIN. 1/4' MAX. SHIM SPACE EMBEDMENT SHIM SPACE T- 1 F 1/2- MIN. 3/4- MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE SIGNED: 11/1&2016 INTERIOR MI WINDOWS AND DOORS, LLC X111'IIIL0I 650 W. MARKET ST. 5 R. C p p0 WOOD d10 SMS OR GRAT2. PA 17030 GENSF• P Z SCREW SELF DRILLING SERIES 18S ALUMINUM FIXED WINDOW 0 5 t SCREWS 73" X 72" NON -IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS p • TAT OF BY OTHERS BACKER ROD & STRUCTURE BACKER ROD & D^""'" 0 6 "O APPROVED SEALANT BY OTHERS APPROVED SEALANT J•L 08-02357 B i,/// od BEHIND FLANGE BEHIND FLANGE sic NTS an 09/03/14 s"w B OF 12 I11A JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL LADWRIDLOMALIP.E. Luis R. Lomas P.E. WOODFRAMINGOR2XBUCKINSTALLATIONMETALSTRUCTUREINSTALLATIONI4T8MCODA20RDLENTSVXL& A4: vW2 FL No.: 62S 14 I.N4N•01108 e41mm u4 s.mm CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2" MIN. EDGE DISTANCE J I 1/4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR 3/ 16" TAPCON 1 1/4- MIN EMBEDMENT I 1/4" MAX. fSHIM SPACE I 1 1 1/4" MIN. EMBEDMENT 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&AMSONRY INSrALLATION RLV6tMS REV OESCRIPII6M 061E +?PROYED A REVISED INSGLLATION OETAILS 06/01/19 1 R.L. B REVISED NAME A.VO ADORESS 10/27/16 JAL 1 1/4" MIN. EMBEDMENT a CONCRETE/MASONRY • BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 a 3/ 16" TAPCON I• INTERIOR 2 1/2" MIN. v DISTANCE EXTERIOR BACKER ROD k APPROVED SEALANT BEHINO FLANGE JAMB INSTALLATION DETAIL CONCRETIDWSONRY INSTALLATION SIGNED: 11/15/2016 MI WINDOWSWSANDMARDOORS,DOORS, LLC ST. GENS•• 9U+' L GRATZ, PA17030v •'ET NOTES., o/ S IK 3`* s SERIES 185ALUMINUMFIXEDWINDOWI. WTEAfORANO EXTERIOR FlNISHE$ BYO7HERS 73" X 72" NON -IMPACT z G S NOTSHOWNRI FORCLATY. 2PERIMETERANDJOfVTSEALANTBYOTHERSTOBE DESIGNEDGVACCOROANCEHRTNASTME2112FLANGE INSTALLATION DETAILS WITHOUT FILLERS p • TAT Of t per• O.L. RE j s; zoR50 a 08-02357 jNA11EG \ WALE NTS 0"' 09/03/14 9 Of 12 LROWAFOLONASPE' Iat RMCIFOAD AD LEWLSYILI.E. AC 2JOLT Luis R. Lomas P.E. FL NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4- MIN. F EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW EXTERIOR INTERIOR 113 WOOD SCREW RIGID FILLER BACKER R00 k APPROVED SEALANT 1/4' MAX BEHIND FLANGE SHIM SPACE I WOOD FRAMING 1 1/ MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1 1/2- MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSTAUA TION 1 1/4" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE 4 [ Ir— I RIGID FILLER 1/2" MIN. EDGE OISTANC INTERIORt 110 WOOD SCREW J WOOD FRAMING OR 2x BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLA TRW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4' MIN EDGE DISTANCE N 1/4' MAX SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW REVISIONS REV OESCRF " arz APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER R00 & RIGID FILLER APPROVED SEALANT BEHIND FLANGE_ 1/4' MAX r SHIM SPACE NOTES: METAL I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS 2 PERfME TER AND JOINT SEALANT 8Y OTHERS TO BE 3/4' MIN OESIDNED W ACCORDANCE WITH AST1M F-2112 EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION T 1 3/4' MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX. SHIM SPACE RIGID FILLER INTERIOR SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 6MARKET GRATZ, PA 030 11111IfIa, GENst 9Ap 573" SERIES185ALUMINUMFIXEDWINDOWX 72' NON —IMPACT A BACKER ROD & BEH ND FLANGE SEALANT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS pAT Of ,w EXTERIORS; rLORlO* a/ 0NA L1S?\\`\ tnuwN orc No DB 0237 RAPPROVED tv B slut NTS s"rz 09/03/14 sNtIa 50 OF L 2 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Luis R. Lomas P.E. FL No.: 62514 L ROBERTO LOU"AE I4v% VO0MWIN) LEKWVRLEALVOW 4364af-dw cm 2 1/2• MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 4 . 1 1/4' MIN. e OPTIONAL IX BUCK a• EMBEDMENT SEE NOTES 3 - 7 SHEET I i BACKER ROO & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS REVBORS RN OESCRPICN art APPRMD REVISED INSTALLATION DETAILS 06/01/15 7 L 3 REVISED NAME AND ADDRESS 10/27/16 ILL 1 1/4" MIN. EMBEDMENT a SONRY I/A. MAX CONCREIe OTHE S 1/4' MAX. SHIM SPACE OPT, a r SHIM SPACE RIGID FILLER SEE NOTESONAL x3BUC7 — SHEET 1 RIGID FILLER 3/16" TAPCON v INTERIOR 3/1 S' TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. 1 SHIM SPACE 1 e 1 1/4' MIN. a. EMBEDMENT a C 2 1/2- MIN. EDGE DISTANCE. VERTICAL CROSS SECTION CONCRET EA"SONRY INSTALLAT ION I 2 1I/2_ I MIN. v EDGE DISTANCE EXTERIOR BACKER ROO & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEAfASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACC0ROANCE WTTHASTME2112 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 ORAAW. O11G AM PEA J.L 1 08-02357 e VxE NTS c"rz 09/03/14 1 '"Cc' I I OF 12 L ROWRTO LOWS RE 1a7.+ WOODFORD RD L MSVUE. NC 2M29 4t•Edb4m Aonta_ - .0" SIGNED: T T/w016 1R I iLIO A•Of ' eV C , O'. . 4iPE`• 0R10"• Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT 6 WOOD WOOD SCREW FRAMING BY OTHERS i 1/4' MAX. SHIM SPACE 3/8' MIN j EDGE DISTANCE _- INTERIOR EXTERIOR 1/4" MAX r SHIM SPACE 3/8' MIN EDGE DISTANCE 6 WOOD WOOD SCREW FRAMING APPROVED 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAAW40 OR 2X SUCKWSTALLATRW W000 FRAMING --I 1/4' MAX BY OTHERS SHIM SPACE jr6 W000 INTERIOR SCREW 1 1/4- MIN. EMBEDMENT v I APPROVED SEALANT 41 v BEHIND FIN EXTERIOR 3/8- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISONS REv DESCRIPTION DAZE APPRDAR6 A RLVISEO INSIAAl10N OETAILS O6/01/IS R.LLL 9 REVISED NAME ANO ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CIAARY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIONED W ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FIN INSTALLATION DETAILS oRAwN: Dw0 No. J.L. 08-02357 s"LE NTS 104r 09/03/14 1 b'w 12 OF 12 L ROSERTO LOMAS AE IAJ2 NOOOMW RD LEVRSNLLE. AC 22= 4Js4884e110 tAwMg0wwww&cM SIGNED: 1111512016 1R IILIOx // My ice. A 5 T'AAT OF nF•A ORIO*• i///L/sjs' ONA `1 G\ Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online htt s://www.floridabuildin o r/ r_a dtl.as x? aram=wGEVX.:!. p g p P PP_ P p RegulationBusiness & Professional k-1 aCiS Home I log In I User Regktratlon I Hot Topts ! Submt Smchvge , Sbts a Facts i f'u k&Uons I FaC Staff I aCIS SIa Mao I lhks I Search i U( l i rye Product Approval IUSER: Ftbk User gRSl4ct Aornava Ml0.4 > I_loQttct ViE11DAwtWn.Sldith > eppXjLbn ust > Appaotion Dataa FL # FL15353-R3 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitiinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 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 FLCOLpdf Standard AAMA 450 Year 2010 1 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/per app_dtl.aspx?paratn=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_ -_•_ - _ - _ IFL # 1 Model, Number or Name Description 115353.1 15764 Horizontal Aluminum Mullion ILimits of Use - Installation Instructions Approved for use in HVHZ: No F1.15353 t13-1p4f Approved for use outside HVHZ: Yes Verified By- Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120728.pd( span: 104-1/4". I Created by Independent Third Party: Yes 15353. 2 5764 i Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL1U53_R3_1L08;014120,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 FU5353 93 AE 51206313.1 span: 83" Created by Independent Third Party: Yes 5765 I Horizontal Aluminum Mullion F15353.3 Limits of Use I Installation Instructions Approved for use in HVHZ: No i FUS353 R3 11 08-014498.od1 Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 1 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion ELIM3 R3 AE S32Q_7,M.W span: 156-3/8" I Created by Independent Third Party: Yes 15353. 4 i 5765 Vertical Aluminum Mullion -- -- --- Limits of Use Installation Instructions Approved for use In HVHZ: No FL15353 R3 Instructions Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 5.120648.adf span: 83". Created by Independent Third Party: Yes 15353. 5 CM-18514 Vertical Aluminum Mullion_-- -__-- Limits of Use Installation Instructions Approved for use in HVHZ: No I F1 5353 q3 1108-014428.of Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure. N/A Evaluation Reports I Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120660.12d length - 83". Created by Independent Third Party: Yes 15353. 6 CM-18520 Horizontal Aluminum Mullion — Limits of Use - . - -- - ••-•- --_--- -- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A j other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" Installation Instructions FLIS353 R3 11 08-014510.gd Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FUS353 R3 AE 512075B.odf Created by Independent Third Party: Yes 15353. 7 i CM-18523 - _ - _ Horizontal Aluminum Mullion_ 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVX'. Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 104-1/4". 15353.8 1 CM-18531 Installation Instructions FL1 3,53 R3 II 09_0.1452B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353 R3 AE 5120768.pd1 Created by Independent Third Party: Yes Vertical Aluminum Mullion Limits of Use — _ Installation Instructions -- - Approved for use in HVHZ: No ELI53S3 R3 11 08_01443D 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 E15353 R3 AE_5-}2067B.odf span - 83" Created by Independent Third Party: Yes 15353.9 I CM_18532 Horizontal Aluminum Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/8" 15353.10 CM-18533 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/6" x 84". span: 83" 15353.11 j CM-18534 rLimits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span: 156-3/8". Installation Instructions FLj5353 R3 II 00_Q1j53&pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL3 .R3 AE U29778 f Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions F.LS}53 R3 fI 08-01444B,pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353_R3_AE WQ688.pdf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions f f.15353 R3 It 08-014548.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FU5353 R3 Aspdf Created by Independent Third Party: Yes Bads Next CQ11W Us:: 2fi0L91itk SSRne Noad_Talaha n »goo P.bmL§50-41"zj The State of Florida to an AAJEED employer. QUIrloht 2007.2013 Sta1C-pEfjgo .:: a2 Sy %lljM erK :: &ceL*Ky_9AtCMZnt :: arMM =gMq t Under Florida taw, emal addresses are pubic records. ff you do not want your e-mall address released in response to a pubbc-records request, do not send electronic mall to this erely. Instead, contact the offipe by phone or by traditional mat 0 you have any questions, please contact 850.487.1395. "Pursuant to Section 45S. 275(t), Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Department with an emai address r they have one. The emalls provided may be used for ofrcbl communication with the licensee. however emai addresses are public record. ff you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. Tb determine f you are a kertsee under Chapter 455, F&, please click t1CM. Product Approval Aevpts: rthcl Credit Card Safe 3 of 3 4/1312018, 7:26 AM NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 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 140T USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=..6 WAS USED FOR WOOD ANCHOR CALCULATIONS 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP 10 WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED APE NOT UMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9% MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCOROING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DEIERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RAIING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TR13UTARY WIDTH - Wi + W2 2 REV"%0Ns I REv I acwRPTION I a iE I APPRMD A REVISED INSTALLAIION DETAILS 106/10/15 I R.L. I9REVISEDANCHORINGNOTCS & INSTIL OET. 06/07/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE )ITC WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW- A- WOOD - MINIMUM S2ECIFC 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-T5 FU-30KSI .062' 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 SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS Ml WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES ORArN• bNt. No. V.L. 08-01439 5aLE NTS GATE O 1 / 1 1 / 12 1 SNEE7 1 OF L ROWR70 LOWS PE. fV WOODFORD RD LEWISVW.E. NC 27ow tsd4dl4m dbffM®lroeAvLwM SIGNED: 10113&017 1c,EEENS' J1 pTAT BEOF ; = 110NA 11 a\\ Luis R. Lomas P.E. FL No.: 62514 t07 3/8' COMBINED WIDTHWIDTH I iW 1 -{ W2 8 FRAME h.EICHT WINDOW WINDOW MULLION SPAN) 107 3/8' COMBNED WIDTH r w1 -{ w2 -{ I I ar !1 1FRAME 'WINDOW HEIGHT WINDOW MULLICN 107 3/8' COMBINED WIDTH wt r--w2L WINDOW 1FRAMEF HEIGHT MULLION WINDOM WINDO14 SPAN) W 1 --{ j- W2 107 3/8' COMBINED WIDTH Deslom aressure raltino fasA Mullion span n 1& 13 2A50 butary width (in) 30.00 42.00 48.00 5112 25.00 120.0 120.0 120.0 120.0 120.0 120.0 37.38 12CLO 120.0 120.0 120.0 12MO 120.0 49.03 120.0 9&3 81.2 76.9 76.2 75.1 82.00 71.0 512 39.7 359 33.4 32.3 8S.63 596 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 21.8 199 19.0 84.00 28.1 20.3 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHAAT ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIDTH WtIr-W2- Z.DOWFRAME WINDOW HEIGHT MULLION SPAN) FW_ 107 3/8" COMBINED WIDTH I W2 83 - WINDOW FRAME HEIGHT WINDO WINDO 1 MULLION SPAN) L W1 W2 107 3/8" COMBINED WIDTH t+tMSCNS RN OESC&MI0N MAIL I APPROYM A RCVISEO INSTALLATION OETAILS 0a/10/15 R.L. 9 REVISED ANCHORWG NOTES & INSTL OET. 06/07/17 R.L. COMBINED WIDTH w1 -{i 107 3/ 8w2 8 J / WINDOW J FRAMC %% r HEIGHT WINDO WINDOW MULLION SPIN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED T07 3!a' AS SHOWN HEREIN Desim Oressure radno (nd) with rebar Mullion Van On) 18.13 25.50 butarV width 1311.00 42.00 In 48.00 1 $2.12 2& 120.0 1200 120.0 120.0 120'0 120.0 37.28 120.0 120.0 120.0 120.0 120.0 120.0 49.93 120.0 983 81.2 76.9 75.2 75.1 62.00 95.2 70.0 53.3 48.1 44.8 4 65.83 0.0 58.6 44.2 39.7 38.7 353 72.00 60.3 43.9 328 29 2 2& 7 25 5 94.00 37.7 27.3 20.1 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE W 1 -{ I-- 'N2 III 107 3/8" COMBINED 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 V.L. I 08-01439 suu NTS - 01/11/12 -LT 2 OF L. ROBERTO LOUAS PE. KV WOODFORD RO LEt ISMLE AC 270Y3 43d-084M09 'dwresdolommccom SIGNED: IOIIW017 1k. Lo GENS.'9sii A(Vie OF ; 0 0Ft it/rS,ONA 11EV\\ Luis R. Lomas P.E. FL No.: 62514 I" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4' MIN. EM©EDMENT LI 1/4' ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR wr n v ULMLIONMULLION M7000022 CLIP 010 WOOD SCREW I I II I 1 3/8- MIN. EMBEDMENT W000 FRAMING/ 1/2" MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY)CONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. OLSraVIWM MTL I APPRMO REvtSEO INSTALLATION DETAILS 06/10/15 RL. REVISED ANCHORING NOTES 6: INSM OCT. 06/07/17 R.L. MT000022 CLIP 10 SMS OR SELF DRILLING SCRLW METAL 1/2" MIN. _ STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION SIGNED: 1011312017 MI WINDOWS O LLC St R 11CIo650WESTMAETSTDOORS, I GRATZ. PA 17030-0370 GENS ,J' 0Ay5 =` 5764 - VERTICAL MULLION 8MULLIONSPANINSTALLATIONDETAILS TAT70F q"k I110 w0. rtN 08-35 B 7SIo111^I111 a\`\ SCAU °"rz NTS 01/11/12 Of4 Luis R. Lomas P.E. FL No.: 6251a LR4ffRTOLCM4SP.E 1qt MOGORM RO L.E ASVILLE NQ V= 4344S6O60! I frbmtFm1lcan f— 2.140" -1 C312" SECTS764 MULLION ALUMINUM 6005.73.125' THICK j t-- 0.6a8" C1 1- RF-165 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN wSONRY/CONCRETE OR W000 FRAMING SUBSTRATE. 2. FOR WOOD do 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" 4.000' C'jU MT000022 CLIP 16GA (.W" GALVANIZED STEEL SEE NOTE 2 6 J. THIS SHEET. 3.750' 2.189" i. 0" - 0.375' I I osas T— 2x oO.210" 1.562' T— I 0t .562" SECT5796 CUP FOR WOOD FRAMING WSTALLA770M ALUMINUM 6069-I5.125' THICK 3.750" 1.000' - C 0.84-3 f RLVLSIONNS acscWlloN I 01TE AV 0 REVISED INSTALLATION OETAILS 06/10/I5 R.L REVISED ANCHORING NOTE& tr INSTL OET. 06/07/17 R.L. 2.875" SECT5796 CLIP \- 21I 60 210' FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION83" MULLION SPAN COMPONENTS ORA": ORa Na. V. L. 08-01439 Vj'( NTS I 0i1E 01/11/12 1 UEET4 OF 4 L R08ERTO LOWS P.E. mV NGODFORO RO LEWtSNLLE NC?7021 42+- Masps - I SIGNED., 10/ 1"017 R 11 LIo11''i lush: 0 5 *= 13E OF • o _ F•' cC0R10' e• 0 NA11SaG``. Luis R. Lomas P.E. FL No.: 62514 r Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app dtl.aspx?param=wGEVX... lid , ProfessionalRegulation I r r SOS Home tog In I User Registration I Hot Topics I SUlunt Sisthaige - Stats a Facts I publications I FaC Staff I aCls Ste Map ! Links Search I a reProduct Approval USER: arox user S•. .r.,.S.7r BMdUaAQRMYal Hertg > et0ta6LOr l'an 4arth > Acwhuth-a I Ist > Appli ation Detae 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@jameshardie.com Authorized Signature Pingsheng Zhu pfngsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Small 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Emall 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence ELjU23 R4 COI RIO - Certificate of Indeoencience.ad Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 1 of 3 4/132018, 7:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGF,VX. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL13223 R4 Eq luvRIQ_2692B_7 ASTM C1186 equlvalengy.Nj Method 1 Option O 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Summary of Products FL !! — _ Model, Number or Name-- — 13223.1 — Cempanel Siding Limits of Use 1 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406.06 13223.2 HardiePanel Siding — Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406.06 i 13223.3 Prevail Panel Siding i Limits of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406.06 Description fiber -cement panel siding Installation Instructions FL13223 R4 11 gempantel-Installatlon.Qdf FL13223LR4 II NOA 17-0406.06_pdf FL13223 R4 1L RL0 2689-17 Panel to Furring.p! f FL33223 R4 ll RIO-2686 17 Panel Wood Metal Frame.pdf Verified By: Ronald L Ogawa 24121 Created by Independent Third Party: No Evaluation Reports EL11223 R4 AE NOA 17-0406.06.p_df FL13223 R4 AE110 2689-17 Panel to Furrina.odf FL33 3 R4 AE 0.f0-2686-17 Panel Wood Metal Framc.0df Created by Independent Third Party: Yes Lam_—.._ .. . — --•---__ _ _ __ --• - - fiber-cement panel siding Installation Instructions- FL13223 R4 II HardiePanel-InS-tallation.pdf FL13223 R4 11 NOA0406:06_pdf FL13223 R4 Il RIO 2689-17 Panel to Fulring.p it FLI.3223_114 Ii 10-22686-17 Panel Wood Metal --- pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE RIO 2689 17 Panel to FurrinaQdf FL13223 94 AE RIO-2686.17 Panel Wood Metal Frame,pdf Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions FL13223 R4 II NOA 17-0406.06,pdf FLCL23 R4_II Prevail -Panel- Installation. pdf FL13223 F14 II RIO 2689-17 Panel to Futrina R! f FL13223R4 It RIO-2686-17 Panel Wood Metal Frame.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FLL3223 R4 AE RIO 2689-17 Panol ttq__Furrina,pdf FL13223 R4 AE RI0=2686 17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes Badr Naat fantail us ;: j{Q,L6F j 5t0oGRoad.jslgheS50G.F_L-3Z399 PbOIIf" 950-a7-te24 The Slate o(Fbrtda is an M/1£O emptayer. Coavfkft 007- 11i .ta e(FbMa.:: WMW :: P-e6um eratemOnr 2 of 3 4/13/2018, 7:29 AM Flbrida Building Code Online https:i/www.floridabuilding.org/pr/pr_appjtl.aspx?pamm=wGEVX.. Under Florida law, emal addresses are pubic recards. I you do not want your e•mal address released it response to a public -records request, do rot send electronic mat to this entity. Instead " stead, Contact the office by phone or by traditional matt If you have any questions, please contact 850.467.1395. •suant to Section 455.275(1), Florida Statutes, effectNe October 1, 2012. licensers licensed under Chapter 455. F.S. must provide the Department with an emal address / they have one. The emalc provided may be used for ofRtal communication with the ace see. However emal addresses are publk record. V you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the pu66c. To determine if you are a lcerisee under Chapter 455, F.S, please cadr UUL. peadud Approval Accepts: 2t Credit Card Sate 3 of 3 4/132018, 7:29 AM Florida Product Approval HardiePanel® Siding 0 For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 Hardie Pane I ®/- ro. Vertical Siding i JamesHardie INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY PRIMED 8 0OLORPl11Sm PRODUEFFECTIVE SEPTEMBER 2013C(SYsit>tie mesharrile.cam for the most rem version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1OTm PRODUCTS OUTSIDE AN HZ10° LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by Improper storage and handling of the product. CUTTING INSTRUCTIONS OLMXXM INOOORS 1. Position culling station so that wind will bbw dug away from user 1. Cu1 arty using scare and snap, or shears (manual, electric or pneumatic). and others in workinii area 2. Position cutting station in well -ventilated area 2 Use one of the kbikq mehods a Oast i S=e and snap i Shears frraraal, alearic oa pneumatic) - NEVER use a power saw Indoors b. OeW. n Oust reducing circular saw egiipped Will a - NEVER use a dnxlar saw blade Owl does not carry the F1arteSade saw lade trademark IlardeStade saw ((lade and WA vat mm eirtractiorl NEVER dry sveep — use wet suppresew or HEPA Vacuum a Good- L Oust aldudrg ciculu saw with a KvdaBaee saw (tam ardytoe tar low to moderate cutliq hnportard rote: For ma)dmum protection (lowest resdratie din production). James Hartle reoanmlerds dwdys WW'W-level tadWg methods where feaft Waied respirators can be used In ox*rdm with above Information Is avallatile at wtwi oorn to Help you ddermine the nW app o riafo cut" Wrg method to your it rewiromlerrIf oorcern 91aabotexposurems. Additional tensure level of you do rot comptywith the above p acooes, you should alurays corsuh a t(ualdled industrial hygerisl or eontad James Hanle for further Infon allm. smarm GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Mink -Family installation requirements go to twvwAamesHardieCommerclal.com Hardieftel" vertical siding can be Installed over braced wood or steel studs speCed a maldmum of 24" o.c. See genemal fastening requirements. Irregularities In framing and sheathing can mirror through the finished application. James Hardie necmlmends Installing HardiePanef on a capillary break ttairdaeerAff ft) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardle.com A water - resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap' Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When Installing James Hardie products all clearance details In figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Do not Install James Hardie products, such that they may remain in contact with standing water. HardlePanel vertical siding may be installed on vertical wall applications only. 00 NOT use HardiePanel vertical siding In Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColirPlus section page 3. 00 N01 use stain, oiltalkyd base paint or powder coating on James Hardle®Products. For larger projects, including oommerclal 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 Wexparislon and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 'Expansion Characteristics" at www.JamesHardle.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Position fasteners318" from panel edges and no closer than away from corners. Do not Wait into corners. joints may also be covered with battens, PVC or metal jointers or 2 2" aPanelcorneal Siding Installation caulked (Not applicable to ColorPlus• Finish) (fig. 2). Horizontal Joints Pro Framing must be provided at horizontal and vertical edges for nailing. Provide Z (lashing at all horizontal joints (fig. 3}. HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 Double stud may be required to maintain minimum edge "ra`aFrO S1N° °0 water esrauve onto nailing distances. ` 4 6A1d 2 x 4 smd barrier Figure 1 water -resistive s<u i; r upper panel 0o rot 1/4"gap Caulksheathing barrier HerdlePsnelBatten Joint "H" Joint Lorauunlokt Z-nashing } o veRlcal skling wetearoalstive eerierdecoiath8keee nails frompanel 2 x e std~bandb0afdmin IDwer landedges plate p ° Figure 4 ye. leave app ists W betwom Reconunerdaoon: When Installing Siena a, provlrle moderate contact Caulk Joint a dam skid at Rand plot appricawe to Colofts• FitWl) pints to avoid nailing keep fasteners T Apply caulk in accordance with caulk droulh fives• away from comers 1 manufacturer's wviften application instructions. For add6onal infomtatbn an Hardie ,w Weather Barter, consult James Hardie at 1.8664Hardie or www.hardlemelp.com WARNING: AVOID BREATHING SILICA OUST lama fade' praArcta oontair mwkatle aystalrne atom. whidi b krown to the Stared Caplorrtla ro ease ca vad is ooriftred by VX and fa(L41 to be a cause of cancer from some oavpaamtal sourea beathig eroessireangwntsolrapiaokslecadslcrtaisotataea eMpatemlaaylamlkrgdseasecaledsdoods, arditasbeeninkWwtNtaherdseasa. Some studies stggosrw"nayMum them rW. etrag imallaeon ortundibg: (1) work in outdoor areas wtdi ample I0(Hy use fiber, 1 'dim tar outing v, where not fag* use a Hardbetade•saw Wife and drat andig dro larsaw amadned to a HEPA vaaam; r apiatle sera nsmaaes. the f0wi gdeart)-ups, wear s H A raw a wan doW rndh06 rem Or awmp. HFor) fWrer Inkinn w. refertow insiallatkin Ingutions and eridMat Safely Data ed arallahb at vwww laTeMade.00rn or by calling I •11011-SKA mIE 0-M942.7343. FAQUIRE TO ADF M TO OUR WARNr4Ca5. MSOS, AND INSTALLATION INSTRUCF014S MAY LEAD TO SEFM PERSONAL k AM OR OEATH HS1236 - P1/3 1/ 13 y >fo• CLEARANCES Install siding and Ulm 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, gashing and counterffashing clearance between requirements for clearance between James Hardie° and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James I lardie products and the bottom edge of the siding and products and paths. Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 Figure 6 t 1-2' r ` I Maintain Maintain a minimum 1 "gap between gutter end caps and siding & trim. Figure 9 sidin9 1 putter and end cep 00 not bridge floors with Hardieftele siding. Norlwntal joints should aMrm be created between floors (rig. 10). Water - Resistive i Bomar Fral" Figure 10 Harizontat fl•a+^9 Trim + S stmoing f WOW HarmePanet• i BLOCKED PENETRATIONS ,,.. Penetrations such as hose bibs and holes 1 h" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wired loads may not be applicable to all areas where Loral 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, till nail hole and add a nail. (fig. 8) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to 0S8 orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush SIM Countersunk 0ill8addnail Figure A Figure 8 do not under drive nails p0 NOTSTAKE the roaring and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 81 1 page 1. 1 1 1'.?min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. where the roof terminates, install a kickout to deflect water away from the siding. It Is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to Install die lockout. 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 100" -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 drivers nails snug with a smooth faced hammer - Does not apply for installations to steel framing). HS1236 - P213 8113 A- 10- CAULKING For nest results use an Basnxneric Joint Sealant oompying with ASTM CM 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 manulachtrerls written instructions. Note: OSI Ouad as well as some other caulking manufacturers do not allow tooling. 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk paint or prime all field cut edges. DO NOT use stain, olVaikyd 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 riot paint when wet For application rates refer to paint manufacturers specifications. Dade -rolling Is recommended if the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPIus@ 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 ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the Field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover Joints when appropriate. PAINTING 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 FECOfddllOrr: In aoeadm¢e %dih IMES Evaluatbn Repon ES11.1844,1rardePm* rerded ddtrg is mo**W as a arcade abmate to that sped 9ed k the 2006.2009. d 2012 WamdbrrA ftesicifflu Code for Ore•mtl TY&I'sa r Oullino and Ore 2006. 2009, d 2012 WiNnatiorral eui tq Code. Mwdit%i mt al sft is also rec ogilmd for am*zdon In Ore foUft City of Los Anodes Researdr Report No 24e62, S40 al Florida Wv RM, Dade Canty. POW NOA No. 02-0729 OZ. U S. Oepl. of HID Materials Release 1263c. Texas Oe nnerd of kwmre Radar Eak dlori EC-23, City of New York MEA 223.93-At, and CaDama OSA PA-019. f limo doarmmts strardd 4W be =W11W for eMidDrral b m adar oarroa ft Ore sukb W(y of Ods ~ far spedhc applizWns. 2013 Jmrles Han is euf vV Products. Ali rights reserved' Additional Installation Information, TM, SM, and ® denote trademarks a registered trademarks of James HardieTechrokgyLlmlted 01 ise registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com H HS1236 - P3lJ 6/13 Florida Building Code Online https://vvww. floridabu i ld ing. org/pr/pr_app_dtl.aspx?param=wG E V X... rMPOA i Business &Professional Regulation acts Horne I tag In I User Reptratbn I tot Toom Submt SurdWrge I Stats a Fads Pditt6o.$ I FBC Stag ' BCIS Ste Map lhim I search dbr k Product Approval USER: Pub User l'J;v FAadyctAgmoval Meng > Prodret or AiM1$d14^SSat M > 6pj&tobnUs{ > AppgptIon Uatall FL # FL12194-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Emall 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc. cam Authorized Signature Gareth Rahman grahman@aluminumcclisinc.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 ALCj5001.4 2017 FBC Evaluation Rapp. Q4 T4 Soffits Fina.1,Rd[ Standard AAMA 1402 Year 2009 I of 4/1312018, 7:37 AM Florida Building Code Online https:Hwww.floridabuilding.org/pr/pr_app_4ti.aspx?parain=wGEVX... i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL aY Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels I Limits of Use Installation Instructions Y _ Approved for use in HVHZ: No FL12194 R7 II ALC15001.4 2017 FBC Evaluation Qgrt Approved for use outside HVH2: Yes Q4 T4 Soffits Flnal.Ddf 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 FL12194 R7 AE ALC15001.4 2017 FBC Evaluation Repgr Q4 T4 Soffits flnal.P f I— -_ Created by Independent Third Party: Yes Cauld"f :: 2501 Baer Steme.B0t4, Talahasm 11-32392 Ph'hsnem 950.4e7.152A The State of Florlda Is an AA/Sfl employer. CoInidpht2007.2013 State eLFlorlda.:: 8tlyacy_StALe0leat :: 'blity Statement : • ae(upd a Under Florida law, emal addresses are pubic records. If you do not want youre•mal address released In response to a pubic -records request, do not send electronic mad to this entity. hstead, contact the office by phone or by traditional mat a you have any questions, please contact aso.,iw.1395. •Pursuant to Seaton 455.275(1), Florida Statutes, effective October 1, 2012. axnsees licensed under Chapter 455, F.S. must provide the Oepartmem with an emal address If Ihay have one. The emalls provided may be used for olRcial communication with the lcensee. However emad addresses are pubic record. ff you do not wish to supply a personal address, please pmvlle the Department with an emal address which can be made avalable to the public. To determine dyou are a acersee under Chapter 455, F.S., please ddc ()=. Product Approval Accpts: Credit Card Safe 2 of 2 4/13/2018, 7:37 AM CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6TM EDITION (2017) Manufacturer: ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 www, aluminumcoilsinc. com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Issued December 14, 2017 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 61G20-3. ALC15001.4 FL12194-R7 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC soffits 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in2/lin.ft. for the 'full vent' configuration and 11.1 in2Ain.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/lin.ft. for the 'full vent configuration and 4.2 in2Ain.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1P Y r p i,. R. No 74021 STATE OF :4U O R CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 0s r00r Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 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 LtmtunoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Lotion Location Location Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener LItion Loc Lion I ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit— 84nch o.c. Fastener LoItion Fastener Fastener ition ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions iQAJJA 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 12J4 Approved Systems for 124nch Soffit Span with J-Channel and Fascia Cap 12 Approved Systems for 124nch Soffit Span with J-Channel at Wall and Eave 4 5J Approved Systems for 14.54nch Soffit Span with J-Channel at Wall and Eave 16F-# I Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 1 -# I Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca 1 roved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5JJ-# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24.14 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 24JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pso Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.t/4-Inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Max. diamond pattern spaced 24-inch o.c. securing J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 10.511-1 164nch Wood One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; One (1) 18 ga.1/44nch crown x 1-inch leg staples located 59.8 located in the horizontal leg of the J-Channel spaced in the horizontal leg of the J-Channel spaced 12-inch o.c. 124nch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso 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 3/84nch 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 40 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 0.072-inch dia. x min. 3/16- t40 164nch with 3/84nch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/4-inch long x 0.0724nch dia. x min. 1/44nch 48 12F-3 164nch crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3paceh x One (1) min. 1 3/44nch long x 4 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood nflinchcrownstaplespaced 0.072-inch dia. x min. 1/4-inch 164nch with 3/8-inch diameter head spaced anel l pandsecuringeachpanellap head dia. trip nail spaced 48- 4812F 8-inch o.c. inch o.c. Approved Systems for Maximuml24nch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/44nch crown One (1) min. #8 x 1/2-inch One (1) min 3/44nch x One (1) min. 1 3/44nch long x 12J-1 Max. 164nch Wood staples in diamond long x 3/8-inch head diameter screw spaced 164nch o.c. Wood 1/4-inch crown staple inch0.0ad dish dia. amin. spacedheaddia. trip nail spaced 48 648fi4.2 pattern spaced 24- connecting soffit to J-channel spaced 8 inch O.C. inch o.c. inch o.c. ALC15001.4 FL12194-R7 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOP 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 124nch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pst) 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 indiamondpatternspaced244ncho.c. securing diamond pattern spaced 244nch o.c. securing 14.5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood J-Channel to joists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/flinch crown x 1-inch leg staples located 124nch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 4 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 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nchcrown x One (1) min. 1.754nch x 0.072-inch diameter 1617-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 253.3 124nch with 3/84nch diameter head spaced flinch o.c. and securing each inch head spaced max. 84nch o.c. panel lap 124nch o.c. One (1) 18 ga. 1/4-inch 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 124nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 3/84nch x 3/84nch One (1) min. 1 3/44nch long 16F-3 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. t25.6 164nch with 3/84nch diameter head spaced O.C. 3/16-inch head dia. trim nail 8-inch o.c.spaced 364nch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3184nch 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 die. trim nail 225.6 inch o.c. O.C. spaced 364nch o.c. Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/4- 27 16F-5 164nch 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 14nch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3 16-inch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 16-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 14nch leg staple spaced 4-inch 0.0724nch diameter 16F-7 164nch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. ALC15001.4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 244nch o.c. Wood, crown staple spaced 6-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 4"ch o.c. Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/flinch crown x 1-inch leg staples in Max. diamond pattern spaced 244nch o.c. securing J-Channel to joists; Three (3) 18 ga.1/4-inch crown x 14nch leg staples in 16JJ-1 164nch Wood One (1)18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 84nch o.c. securing s32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.1/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 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.1/44nch crown x 1-inch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 12-inch o.c. securing each panel lap ALC15001.4 FL12194-R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3)18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.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 ox. of each female lock or spaced 16- pattern spaced 244nch o.c. 22.5JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; t42 1 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x 14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-Inch o.c. 3/16-inch head spaced spaced 12-Inch o.c. 44nch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x 1-inch ratter with one each panel lap inch crown x 14nch 0.072-inch diameter 80 24F-1 124nch Wood leg staples a 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced spaced 164nch o.c. shank shank nailkail x 0.0724nch diameter 124nch o.c. n 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 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 24inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80 24F-2 124nch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.8 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3M6-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch O.C. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max ga., min. 5/84nch anchored to each panel lap inch clown x 1-inch 0.072-inch diameter 80 24F-3 124nch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 318-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.114- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 16-inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 0 diamond pattern ininx 7d ring inch o.c. and securing 3/16-inch head spaced spaced 164nch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-Inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1 finch 0.0724nch diameter r8024F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 0 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 4anch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 14nch 0.0724nch diameter 8024F-6 16- nch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 603/8-inch diameter 1) 7d x 2.25- Inch o.c. and securing 3/164nch head spaced head spaced 84nch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. O.C. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 psi Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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 through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga.1/44nch crown into the end of the lap One (1) 18 ga. '/.- x 0.0724nch diameter 24J-1 Max. 12 inch rafter with one min. 2.25- x 1-inch leg staples in diamond batten or two (2) Wood inch crown z 1-inch leg staple spaced finishing nail with min. t60 inch x 7d ringin 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 batten/rafter inch head spaced intersection. Max. 44nch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 14nch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 16-inch 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. 164nch rafter with one 1) min. 2.25- x 1-inch leg staples in diamond batten or two lap Wood leg staple spaced 84nch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- 7min. nch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3/16-inch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.0724nch lap 244nch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 44nch o.c. 24-inch o.c. ALC15001.4 FL12194-R7 Page 10 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.t/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 14nch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 124nch o.c. 3/164nch head spaced 4-inch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ge.1/44nch crown x Three (3) 18 ga.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24 inch o.c. of each female lock or spaced 16- patternspaced 124nch o.c. Max. Max. uri -Channel tsecuringJ-Channel to joists; inch o.c, securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 1 Wood One 18 crown x Wood One (1) 18 ga.1/4-inch crown x 44.4 1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch leg staple securing the ChannelhorizontallegoftheJ -Channel diameter finishing nail with min. nailer of each female lock or spaced 12-inch 3/16-inch head spaced spaced 164nch o.c. securing 4-inch 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED Sysmws section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail 18ga..114' x 1' ove', a.FrER staples 24' o.c. max Diamond Patten isT Iega.. 114-x 1` staples 12' o c. max J•Channel 3fB' 10.511-1 & oetea e 14.5JJ-1 18ga., 114' x I' 18ga., 1/4' x 1' staples 24' o.c. max staples 24' o.c. max / --,,'Diamond Patten staples I O.C. may i Diamond' Patten J•Channel tktel A ALC15001.4 FL12194-R7 . Pagel of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-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. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD SOFFI T MAX. 12-INCH SPAN CHANNEL FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER t 2' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail 12F-3 3/4' X 1 /4' -'-, CROWN STAPLES USING A DIAMOND PATTERN I F' CwWNEL CAN BE 1-3/4' TRIM NAZI PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER ; n°O1 `, SOFFIT STAPLE DIAMOND PATTERN 1 1 j Lyir il ' DETAIL FACIA BOARD f CAP 3/4- X 1/4- CROWN STAPLE '8' ON CENTER SOFFIT- max . 12 -inch span 1-3/4- TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. I Installation Detail 112F-4 MIN. 140A T•NAIL OR MIN. 90A. STUB NAIL WITH 3/8' HEAD DIA., MIN. 5/8- EMBEDMENT SPACED 8' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFI T MAX. 12•INCH SPAN F" CHANNEL 1-3/4' TRIM NAIL I %1 FACIA BOARD PAINTED S.S. / Yll FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOMT J 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 Lft' 3/4' X 1/4' CROWN STAPLE 01 1 SOFFIT STAPLE FACIA eoaRo , " / DIAMOND PATTERN DETAIL 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 IMA L-CHANNEL 3/4- X 1/4- CROWN 8- 1-3/1 TRIM NAIL FACIA BOARD STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. ccre4ed co sof f tt with one(1) be x paw/ 5.5. 48 FASCIA CAP 1/2" x 3/9" head diameter screw, D.C.Ij 3/4- x 1/4- 16" O.C. CROWN STAPLE 5OFFR—max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT FASCIA SUBSTRATE DETAIL ALC15001 4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. [ Installation Detail 12JJ-1 & 16JJ-2 18ga.,114' x V staples 12- ox. max I3 18ga..114" x 1' staples 24- O.C. Max Diamond Patten ALUMINUM COILS, INC Soffits Appendix B I8ga,114" x 1" staples 24" o.c. max Olamond' Patten anne( Deta e 18ga., 114' x 1' staples 12' o.c. max Diamond Patten 1< I 18 ga., tf4' x 1" staples in horzontal leg Of ferrate lap J-Chdnnel Oeted 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 I Ur LC; IG X O 07r OIA. UWA NAIL WITH 3116• MEAD OIA, FASCIA 6OARC SPACE) 16' C.C. FASCIA CAP SOFFIT 1' X ur CF.Own Si APLE OPEN RAFTER _'C•C IlGA T. A4M. CIA MINMW FASCIA ee.Re 9G4 STUP UAIL 16F-1 nNT SOFFIT & FASCIA 16F-6 SPACED S'C.0 DETAIL FASCIA CAP: REFEQ oo TO SOFFIT t FASCIA DETAIL F' CHANNEL SOFFIT; MAX IV SPAN MASONRY SUBSTRATE Ift 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 am not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 3/8" HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA., (AIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFIT 16F-3 & 16F4 F" CHANNEL Wood. Concraco or Block wail STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4' ' PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail E,w; SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ' DIAMOND PATTERN 0 ETAI LaArCROWNSTAPLES SMOrCH ' USING A DIAMOND ` =WUS PATTERN FACIA BOARD ` i FASCIA CAP 16F-5 3/4" X 1/4• CROWN FACIA BOARD a" 1-3/4" TRIM NAILSTAPLEONCENTER 1-3/4" TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 4a' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1/4• DOWN CROWN STAPLE SOFFIT- max. 16-inch scan WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical 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 I': IA:' C—WVM STAPLE WSTALLED 16F-2 & a " IYiND 16F-7 F' SOBSTRAn 1 3W LOHO r. O0T-'' 1 IJALwnH31rO' HEN RAFTER BOA" FASCIA CAP. RCFCR 10 SOFFIT S FASCIA OCTAL Soffit; nA1. 16- 11AtI ALUMINUM COILS, INC Soffits Appendix B BOARD CAP ROUN STAPLE SOFFIT & FASUA OETAIL 318- Itr I, staves Dlamorr Preen 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 DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 3W GIST FACIA BOARD FASCIA CAP 1-3/4' TRIM NA1LJ PAINTED S.S. 48' O.C. SnFM—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4" X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALCISO01.4 FL12194-117 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 1. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., 114' x 1' taples 24'a.c. oP&A warm T— \ SOlamond Patience 18ga., 114' x 1' staples I r o.c. max A 16JJ-1 t 8ga.. I x 1' 31r staples 24' O.C. Max Diamond Patten J•Channel Detail a Deed A I8ga..114- 9 V staples 8- o.c, max Diamond Patten I ALC1500i.4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 18ga., 114' x I' staples 24' ox. max OPEN anarm Olamond' Patten 18ga.. 114' x 1' 015'r staples I T o.c. max 10 1' A B i 18 ga , 114' x I'staples; 16' o.c. max and 1 1'4" Long x .072' Oia. Trim J Channel Nails with W16' Head 4" Wr 22.5JJ-1 o C. max tkted a I8ga.,114' x 1' 31f! 18ga., 114' x 1' staples 24' o.c. max staples 24' o.c. max Oiamond" Patten 18ga., Ila' 1" x staples 12" o.c. max Diamond' Patten fff J•Channel Oeted A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1f' TRIM NAIL FASCIA BOARD PAINTED S.S. 1*4- CROWN FASCIA CAP STAPLCS SOFFFT USING A DIAMOND PATTERN; REFER r0 t'.;- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN OEFA0. 1 i• TRIM NAB, FASCIA BOARD PAOf1f0 S.S. SOFFIT L FASCIA DETAIL 24F-1 8 24F-4 1-4• CROWN STAPLE - FASCIA CAP: REFER TO SOFFIT & FASCIAo \ OErAk 8. SYP a 8 Banters fttho1-%2 Batten Anchored to SOFFIT; MAX. 24' I F.-CHANNEL Rafters vith one Id Ritq Shan& Mad at W000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report Is provided for State of Florida product approval under Rule 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 1TRW MALL FASCIA BOARD vAwTEO S.S. 1- 1' ShOOTM SHANK FASCIA CAP ROOF NAILS SOFFIT 1'. f' CROWN STAPLE It TRW MALL fA5[u 8OARO pl,'' AwiEOS.S. SOFFIT S FASEIA 24F- 2 & DETAIL 24F- 5 C11011. 51APLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA OEIAII Meeirol ni- SYP Batten Anchored to SOFFI@ MAX. TA' F- CHANNEL Rotten with one Id Rig Shank Nad at nary Rafter WOOD SOBSTRAtE ALC15001. 4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' FASCIA BOARD PAWED ILGA t- T-HALS FASCIA CAPASOFFI11CROWN STAPLE 1 I' TRIM NAL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 t*Q' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA OETAL Nemnul 1'Ir SYP 8atlen AnthorM to SOFFIT; MAX. 2116' F-CHANNEL Rapers dfA ene Td Ring Shank NAB at every Rafter MASONRY I ALC15001.4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail I = TRIM NAQ-FASCIA BOARD PAOITEO S.A rfiCROWN FASCIA CAP STAPLES SOfNT USINGADIAMONDPATTERN. REFER TO CA"TILEVEAEO 1'f' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN RAFTER OETAIL FASCIA BOARD 1 t- 1181 NAIL SOFFIT 8 FASCIA PAINTEDs. s. DETAIL 24J- 1 8 r4' CROWN STAPLE 24J- 2 FASCIA CAP; REFER IFTO ' MIT S FASCIA OETA4 / \ tfon`, elal 1' a 2' SVP batlonf y fttumed 101 W n rerten and SOFFIT-MAx. 24' 3 /8 CH1 1- ANN[ L fectnoa a,IT We tt) 7a nnp II fnanL nod etragM•neded Infaugh I" fa(I& Into the and WOOD SUBSTRA11of the batten or two (2) 7d ra\ / p =1. nada toe-noaad on ea ner woe of thebattem at tne batteNroner Interaeethan / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 4 FL12194- R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 18ga., 114' x 1' staples 24' o.c, Max OPEN R-PTER Diamond' Patten 18ga., 114' r I' o1sr staples I r o.c. max B i A I i 1 18 ga., 114' x V staples 10' o.c . max and 1 3/4' Long x .072' Dia. Tnm L J•Channel H;ids %viih 3f16' Head 4" 3111' ox max Detail 24JJ-1 18ga.,114' x I' I— 3g staples 24' o.c. max t 8ga.,114' x r staples 8" o.c. max Diamond' Patten f J-Channel Daex 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 18ga., 114' x 1' staples 24' C.C. Max ooEr. taFrEp Diamond Patten 18ga., 114' x 1' OiST staples I r a.c. max B A I i 18 ga., 114" x I" staples W o.c. max and 1 314' Long x .072" Dla. Trim J•Channel Nails v i h 311f3" Head 4' 3ff o.e. max oetaae 24JJ-2 18ga., 1!4" x I" 18ga., Ito" x 1' fig" staples 24" O.C. Max staples I r O.C. max Diamond Patten DiamondPatten 1 a ga., 114' x 1' staples In horzontal leg of female lap J• Channel Delea A ALC15001. 4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-f? or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,, 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 HeRigoohtf( ft)120 Basic Wind Speed mph) 130 140 150 160 170 180 190 200 Enclosed 4 20 16. 9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16. 9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16. 9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18. 3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19. 5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20. 5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20. 8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57 8 25 20. 8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20. 8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22. 6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 50 24. 1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25. 3 29.6 34.4 39.5 44.9 50.7 56.8 1 -63.3 70.1 Enclosed 4 20 10. 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10. 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10. 8 12.7 14.7 16.9 19.2 21.7 243 27.1 30.0 40 11. 7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12. 5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13. 1 15.4 17.6 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10. 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10. 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10. 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11. 7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12. 5 14.7 17.0 19.5 22.2 25.1 1 28.1 1 31.3 34.7 60 13. 1 15.4 17.8 20.5 23.3 26.3 1 29.5 1 32.9 1 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeRotofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 314 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 1 -34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 A4.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 174 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 1 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 33.7 37.8 42.1 1 46.7 60 17.4 20.5 1 23.7 1 27.2 31.0 35.0 39.2 43.7 1 484 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean 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 1 -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 1 -42.5 49.3 56.6 64.4 72.7 81.5 1 -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 25 173 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 1 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 1 47.2 52.2 50 19.6 230 1 26.7 1 30.6 348 1 39.3 44.1 49.1 1 54.4 60 20.2 23.7 1 27.5 1 31.6 1 35.9 1 40.5 45.4 50.6 1 56.1 ALC15001.4 FL12194-R7 4of4 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" -T 3/8" J-Channel 3/4" — F1/8" HEM ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8• PROFILE ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 1/8" HEM T 1 1/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit MIT" 18' BLANK 3 / 8 PRoniE o 000a oaoo ooaoo aaoo , 000aa aaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 12" T4 Soffit ALUMINUM COILS, INC Soffit Appendix D 31/8" 7/8" 31/8" 7/8" 5/tb" 1/2" 1/2" 1/2" t/2" 1/2" vj3/4' 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE 2.17-ap o ooao aooa 0000 0000 000Da 0000 END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Y Fjprida Building Code Online https:Bwww.floridabuildiiig.orgtpr/pr app_dtl.aspx?parani=wGEVX... 1 Business & Professional Regulation r ens Moms i to9 in I user Re9tstrauon I Not TOOM ! s,anr sunrerge ! seats a facts , Pdlcatlans ! Fee staff ! SCIS Ste Map I care I search ! F 'da 11 r ®Product Approval 1 I usEse: weuc user pl9dytt-Aoemval Menu a emd1 s aG9 GaWAJAt application oetae FL # FL7006-R10 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/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetz001 @tampabay.rrcom Robert Metz rmetz001 @tampabay. rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay. rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don. shawolko.com Roofing Asphalt Shingles Certification Mark or listing FM Approvals - CER Locke Bowden P.E. validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM 07158 Class H ASTM E108 Year 2016 2010 2011 2011 1 of 4/13nOl8, 7:41 AM Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dti.aspx?parain=wGEVX .. Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL It Model, Number or Name 7006.1 + Y` Cambridge, Cambridge HD, Blltmore and Blltmore HD Limits of Use _ + W Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 I Hip and Ridge 12 Cap Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method i Option A 10/08/2017 10/30/2017 11/01/2017 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate FL7006 R10CCAC Let r - 1 U3161 lektgr - 9-26-20171-lLom FM.pdf FL7p06 R10 C CAC Letter_ASTM D3462 letter -- U-2B-2oazLpdf f1 7006 R10 C CgC Letter - ASTM E10_$ letter _ 9L26_20.17j,pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions aZJO 6 R10 II IK0_187-02-01 Letter_ Installation Instryctigns, for FBC FL7006_pdf Verified By: Ouc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, It., Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate F_l7_006 R10 C fJ C ASTM O 3462_Shlnale letter SAiLv_e111ance Audi ttwtio_(fi:2fI?0j7),pdf FL7006 RIO CC6C Letter`ASTM Q3.IA' letter - 9-26-2Qj.7_)_Som FM.pdf FL7006 R10C CAC Lg_Ltgr ASTM D3462 letter_ 2-26_ZQ1a.pjj fL7U06 RIO C CAC_1,etter - ASTM EL0_&_1 tter_ 9: 26=2Q17),pd( Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RSO If Hip and Ridge Cap Shinhinale Installation Instr-uctfons.pdf I fL7006%-k0j1 IKO-187-0 -01 Letter - Installation Instructlo05 for FBC Fl`7OLQk. flf Verified By: Duc T Nguyen PE 6S034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate t.700-6 P,10 C CAC Letter - ASTM 03161 letter - 9-26-20171 from FM.pdf FL7006 R10_C_- C Letter - ASTM D3462 letter - 9-26-2017),pdj 2 of 3 4/13/2018. 7:41 AM r orida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGC-VX... Other: l I 7006.4 I Marathon Plus AR, Superglass PlusAR Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL7006 R10—C_GiC—Lelter - A5TM ELQl-letter - t (9-26-2017).Rtlf Quality Assurance Contract Expiration Date 12/31/2020 I Installation Instructions FL7006 R10 if [KOLL87-02-01 letter - (nstallpitla Instructions for FBC FLZOO6.0df FL7006 R10 It Roofing- Products-LeadinojQg Pelass. ARDlicatlon•EN(,pQf 1 Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party:- 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee;IL plants _- Certification Agency Certificate fl_7006 R10 C CAC Letter - ASTM D 161 letter - i225_29AZ)-fr. o EM,Oii EQQ96 RIO C CAC LettCr_,A5TM D3462 letter - FL7006 Rt0 C CAC L@ gr - ASTM E108 letter 224_ z01 Z).RA( Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R30 11 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.12df Verlfled By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 9adr Nert Contact Us :: 2601 Blair Stang, Read. Th1ah4slte &j2399 Phone: SSO-487-1624 The Stale of Floridd B an AA/EBO employer. Copyrght 2007.2013 State of Florida.:: P1tvaN Statement :: Accesslblkv Statement n iteAmo Statement Under Florida law, emai addrettes are pubic records. 9 you do not want your a-mal address released In response to a pubk-records request, do not send electronic mall to this entity. instead, contact the ofllra by phone or tty tradelonol mat Y you have any questions, please contact BSO.487.139S. *Pursuant to Section 4S5.27S(l), Florida Statutes, e:Factive October 1, 2012, licensees licensed under Chapter 4SS. F.S. must provde the Department with an ema/ address d they have one. The emats provided may be used for official communication with the licensee. However emall addresses are pudic record. U you do not whh to supply a personal address, please provide the Department wth an emai address which can be made available to the pubic. lb determine d you are a licensee under Chapter 4SS, F S.. please tack blM. Product Approval Accepts: rcraet Credit Card Sate 3 of 3 4/13/2018, 7:41 AM CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: //j /v' ,/.,i;// Signed t (.[' l-c. Brad Grzyboyf8la Duc T. N u Managing p rector Florida RigZ1M- r Proressional Engineer P.E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187.02-01 PRI Qmtuftn Matedals Techm"Im, LLC. 6412 Badger Drive Tarrgw FL 33610 Tot 813621.5777 Fax: 613621-5840 a -mall• mateAalsteft@pdcmLcom WebSita htIpJANww.pdonLaom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 26 AR and CRC Superglass M26AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES L- I' SEALING STRIP 61fa- t NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI CormMc m Matodais Tedwok yes. LLC. 6412 8edg& Ikive Tampa. FL 33610 Tel. 813.621-SM Fax: 813.621.5840 a -mail: matMalstatI g&rIcintoom WeWte: htlpJAwvw.pdemLaom 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 jointicutout 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". 63, NAIL LINE NAILING - STEEP SLOPES APPLICATION Use six nails ns shom. M, F1 n CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Conswcttion tvlemrlals Tedmogles. LLC. 6412 800W Orive Tampa. FL 33610 Tel: 813.621.SM Fax: 813.621.5840 eanall: ma*daWes8ng@vbTiLcom WebSita WWJMamv.pdcmtcom 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 USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. 1. to mmI 1APEA CU I PPo construabn Materials Technobgies, U.C. 6412 Badger Ode Tampa, FL 33610 Tat: 813.621-5777 Fax 813.621-5640 e•mait: matedelsteSdng@pkmt cam WebSite: h1WJA M.M=Lcom IP IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI CmIn clbn Matedals Terhnoloples. I.I.C. 6412 Nadger Odve Tampa, FL 33610 Tel: 613-621-SM Fax: 813-621.5840 ernah: matWaWes6ng@priemLcom WebSite: h8p9hnvw pdcmLcom F4irida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... ilairoA C:.OACt ql CP Business $ Professional Regulation l rll- OdFA HO::i a8A11(0{3 PA 1910hd CO',Taq pOt. a USER: Product ApprovalFloridrPlotuser n.A•rr • •-n a •n•T.y.•u. PjWwCt ARUMVAI Menu > P.tOduCLpr.ApnMUU Germ > AMXkAWnAlSt > Appficatbn oetall FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 20S) S53-1734 Ext 115 Steven@WarriorRoofing.net Steven Crew Steve no WarriorRoofing. net Steven Crew 30So Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@warriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 3S404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Roofing Underlayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2021 esus Gonzalez, P.E. Validation Checklist - Hardcopy Received FL2346 R7 COI -IitSL I.T_CsLt-gf Indeg_enQgnr-calf Referenced Standard and Year (of Standard) Standard ASTM 0226 ASTM D4869 year 2009 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346 R7 Equiv FHC 2Q17 Standards Eat fval_ Ien &ff 1 of2 4/13/2018, 7:44 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx7parain=WGEVX Product Approval Method Method 1 Option 8 Date Submitted 01/17/2018 Date Validated 01/17/2018 Date Pending FBC Approval 01/17/2018 Date Approved 04/10/2018 FL # — Model, Number or Name i Description 2346.1 #1S and #30 roofing felt Limits of Use ASTM D 226 Tested l Installation Instructions Y — Approved for use In HVH2: Yes FL2346_R7 II Installationlnstnrctlons.pdf Approved for use outside HVH2: Yes Verified By: PRI Construction Materials Technologies, LLCIImpactResistant: N/A Test Reports Design Pressure: N/A FL2346 R7 TR 15A Test Repo pdf Other: Primary roof covering should be Installed FL2340 117 TR 30A Test Report. BQ IImmediately after felt. Roofing felt is not intended to be an I unprotected weathering surface. 1 2346.2 115w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use In HVH2: No FL2346 R7II lggalladonlnstructlons.pdf Approved for use outside HVH2: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R7 TR 1Sw Test Report.pdf Other: Primary roof covering should be installed FL2346 R7 TR 30w Test Report.odf immediately after felt. Roofing felt Is not intended to be an unprotected weathering surface. 9orlt Neat Corltact.us :: 2601.61airStonelload- Talabassee l323oq pne„e• eSA_!67_ta2a The State of Florida Is an AA/EW employer. %9ttyrloht 2007.2013-Sta1e oMnde, :: BIUMLStetedIUM :: ACERsIftHY-Statement :: RduadSWlment Under Florida low, emal addresses are pubic records. 0 you do not want your e-mal address released In response to a pubic -records request, do not send electronic Mal to this entity. Instead, contact the office by phone or by traditional mat If you have any questions, please contact 650.407.1395. 'Pursuant to section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an emal address If they have one. The emats provided may be used for official communication with the licensee. Mwever emaa addresses are public record. If you do not wish to supply a personal address, please provide the Oepartment with an emal address which can be made available to the public. To determine If you are a licensee under Chapter 4S5, F.S., please cask bent• Produet Approval Aempta: Credit Card Safe 2 of 2 4/13/2018.7:44 AM h WARRIOR® ROOFING MANUFACTURING P. O. BOX 40185 • TUSCALOOSA, AL 35M • PHONE (205) 553-1734 • FAX (205) 553.1766 I 193 LEROY ANDERSON ROAD • MONROE, GA 30655 • PHONE MO) 207.0695 • FAX (T70) 207-0775 323 DEVELOPUENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (117) 709.0323 • FAX (717) 7094027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent. length a minimum of two inches as you move up the valley ta v iNate shedding. _^ p f6 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. Cod /a-.%- j AUG CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Application No: I k __ / SUP Documented Construction Value: S Job Address: ) b `P Parcel ID: Type of Work: New LP Addition Alteration Repair Description of Work: V1Qmk0ivt Plan Review Contact Person: SC<. Historic District: Yes No R Residential Rj-, Commercial Demo Change of Use Move Phone: Fax: Email: Property Owner Information Name Phone: Title: Street: Resident of property? : City, State Zip: Contractor Information Name Uvwe,ft i.rk6t1' C Ll• i• Phone: q0 - 29/.- r7 d Street: c/'06 S 5&4O r Fax: y C i- &- v i G% City, State Zip: a i Ucc i/ , R 3 `l 7 1 i State License No.: r FLi ) tfe Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5i° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application O 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 off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 7/ o Si tune o` on for/Agent to tOL Lt1) t4 Print Contractor/Agent's Name 7 \' c FERN Signaturkpf Notary -%(ate of Fljorida ( ! Da @ -' vQV`y SOw, rn . OFFI20855 •az Contractor/Agent is_X Personally Kntirvv l`pF* y Produced ID Type of ID ''tl°4!S!i1"•` ' BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised: June 30.201 S Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001858 Date 8/02/18 Application pin number . . . 593606 Property Address . . . . . . 2666 FLICKER CV Parcel Number . . 17.20.31.502-0000-1220 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 244262 Application desc need noc Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2324.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1068477 Permit pin number 1068477 Sub Contractor LINSCOTT PLUMBING SERVICES Permit Fee . . . . 114.00 Issue Date . . . . 8/02/18 Valuation . . 0 Expiration Date . . 1/29/19 Qty Unit Charge Per Extension 19.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 114.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any.questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTH FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 960.00 02-CURB CUT/DRIVE - S/F 40.00 O1-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 8SS.S41.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001OSS Date 8/02/18 Property Address . . . . . . 2666 FLICKER CV Parcel Number . . 17.20.31.502-0000-1220 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1068477 Permit pin number 1068477 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PLOS PLUMBING FINAL _/_/_ 03 UNIVERSAL W ES Prerect o: 0110.1 00817.0000 ENGINEERING SCIENCES Report Date: 8/8/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing UES Technician: Sammie Edwards Date Tested: 08/08/2018 East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 2666 Flicker Cove (Lot # 122) 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 pd) ptimum Moisture 1 fit Field Dry Density pd) Field Moisture fit Soil Compaction 1 Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 107.1 5.6 100 N/A Pas: 2 South Footing 1-2 ft 106.8 10.6 104.9 6.2 98 N/A Pas: 3 West Footing 1-2 ft 106.8 10.6 103.9 5.1 97 N/A Pas: 4 North West Corner of Pad (TOF) 1-2 ft 106.8 10.6 105.2 6.2 99 N/A Pas! 5 Center of Pad (TOF) 2-3 ft 106.8 10.6 104.9 6.9 98 N/A Pas: Remarks: TOF= Top Of Fill Tn n. Mk1;^h n #- nl;—#^ 1/.- 0..I.6- —A .......n6..... n18 --#.. — —h. W-4 n....nnQ.Inw{:el w...w...i.. nl...., w6—#n —4 n...n.:.nHnn DESCRIPTION AS FURNISHED: Lot 122 , WYNDHAM PRESERVE, as recorded in Plot Book 8.1, Pages 93 through 102 of the Public Records of Seminole County, Florida. Di7UNDARY 1;,OR/CERTIFIED T0: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, `Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MARY BOULEVARD VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTRY PROJECT PS-0137 N 89R4217" E 40.00' _ n l 10' UTIL. ESMT. 47.20' 47.20' LOT 122 1 6.7' 6 5.00' 1do oF w ti015 0 5.00, l0?d ' C V fJ FORMBOARD FOUNDATION TOF- TOP OF FORM FORM AVERAGE- 30.25' LOT 123 5.00' P.C.------- 168_96' . SL79ACKS AS FURNISHED FRONT - 25'(-) REAR 20 SIDE = 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIUF STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHEO SPOT GRADE ELEVATIONS 5.00' LOT 121 25.I20' 25.I21 ' 1 f0' UTIL. ESMT.T S 89043'10" W 40.00' FLICKER CO VE 50' PRIVATE R/W) AC14 /_Alcrlov. PCP DRAINAGE PLAN-5 G PROPOSED DRAINAGE FLOW ` yE LOT GRADING TYPC A All PROPOSED F.F. PER PLANS - 30.2' QQ PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 4.843 FLATWORK ON/OFF LOT = TOTAL t SOUARE FEET FLATWORK DRIVE 403/ 1 10- 5131 SOUARE FEET FOUNDATION/PAO 1,194 1 SOUARE FEET WALKS 72/ 200= 272 t SOUARE FEET REAR PATIO 107 t SOUARE FEET FRONT PORC14 DECK 48 1 SOUARE ICEI SOD 3,008/ 130 - 3, 1381 SOUARE FEET POOL DECK N/A 1 SOUARE FFE1 NOTE FRONT S/OEwALK ANTI STREET LOGRON TAKEN rROM PLANS PROVIDED 8Y CLIENT • NOT FlELO vEPOED C1?[/ ST'NML'YER-SC0TT ASSOC., INC. - LAND SURVL'. OR6 LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- I4JG PLAT PaL. POINT ON LINE NOTES: r tI•. rICLO IRONPIPC IYP. PALTYPICAL POINTOrREVERS[ CURVATURC 1. THE UNOERS NED DOES HEREBY CELRBY PAT THIS SURVEY MEETS ME SIANAIROS OF PRACTICE SET FORM BY THE FLOPoM BOARD Or IP. IRON ROD PILL POINT Or CONPMAID CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISMMC CODE PURSUANT TO SECTION 472.027. FLORIDA SrATUC) CA CONCRETE MOTIUKCNI BAD. RADIAN 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORICRML RNSED SEAL, ITM SURVEY MAP OR COPIES ARE NOT VAUD. EI IP. . I72• IA. •FOLB 4390 VP. WITNESS POINT J. FIGS SWAY WAS PREPARED FROM TITLE INFORMATION RLRNISHEO r0 ME SURVEYOR. THERE MAY BE OTHER RISWnONS RE[ POP. R[COVCRCO POINT D< OCGURIING CALL CALCULATCO DR LASL71EMS THAT ARECI THIS PROPERLY• TIC POINT as f:ONNENCENC/R RM FmAmeJ1T /.rERENCE NOMINENT 4. NO iINOEROROUND MPIIOVanwr5 NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN t CCNTCRLtNC YF. rINISNCD rLOOR ELCVATION 5 Otl5 SMffY B pRb,,D Fm rN[ SOLE BENEYT OF INOS[ CERMED O AND SHOULD NOI BE RELIED UPON BY ANY OMCR fNHM. NAB NAIL L DISY RSL DPL BUILDINGSETBACK UNC BENCHMARK 6. OIMENSIwS. SHOWN FUR rNE LOCATION or IMPROVEMENTS HEREON SHOULD Nor BC USED o RECoNStauCr OOUNOARY ONES. PA: ESN 1. RIGNt-Or-WAY EASEMENI LL RASE BEARING 7. 8&$1NCS. ARE 960 ASSUMED aTUM AND ON IWE LINE SHOWS AS BASE BEARING (B.G.) DRAIN. DRAINAGE I. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODEW VERTICAL DATUM or 1920. UNLESS on/ERWESE NOTED. UTIL. CLSC. UTILITYCNNN LINYrENCC9. CL9IVICArE OF AUTHORIZATION tic. 4596 vOrL C: D WOOD rCNCE CONCRETE DLOCA SCALE I- 1' • 20 -- I I DRAWN BY: ••• C r I. POINT or CURVAIUR[ POIM1 IV TANGENCY CERTIFlEO FY: aTE _ _ _ ORDER No L•CS91 C PBCSCRIPIIONRADIUS PLOT PLAN 03-27-2018 I844-18 L ARC LCKTN FORNODARD FOUNDATION/ELLIS. 07-18-2018 4681-18 D DELTA LORD BEARING NORTH THIS BUILDING\ PROPERTY DOES Nor UE WITHIN • THE ESTABLISHED 100 YEAR FL000 PLANE AS PER TERM' N X. CRUSEN R, R.L.S. / 4714 7.0NF • X' MAP / 12117CO090 r (09-28-07) SCOTT, R. L.S / 4801 CITY OF SANFORD JUL i9 ?O'g BUILDING & FIRE PREVENTION ERMIT APPLICATION 7 D _ Application No: pj 18_11-55 n rh Documented Construction \value: SJobAddress: W OHistoric District: Yes \o [] Pat -cc] iD: —/ Residential Cornmercial Type of Worlc: \ew LJ .addition .alteration Repair El Demo Change of Use Nlove Plan Review Contact Person: Phone: Fax: Title: Entail: Property Owner Information Name Street-. Cin•. State Zip: Phone: Resident of propert-•? : Contractor Information l Na me C r Ci I— , r j'.TI t Phone: Street: 't ; CJ-1, - C)V-V l Fax: rN Cite. State Zip: r"1_i ( Z% / / i State License \o. (, =,j j /( r Name: Street: City. St. Zip: Pjondinv Companc: Address: Architect/Engineer Information Phone: Fax: E-mail: lort lne Lender: Address: t\ARSI\G TO OW Elt: YOUR FAILURE TO R:ECOM) A NOTICE OF COMMENCEMENT MAY RESULT IN YOL'R PAVING TWICE FOI2 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMME\C rNtE,\'I' MUST FE RECORDED AND POS-1.1:D ON 'I'('lE .10 V: SITE L1.171.OIZE THE FIRST INSPECTION. IF 1'OL INTEND '1'U UG'I'.alN FINANCING. coos cr WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOL-12 NOTICE OF CONI NI ENCEm ENT. fi:...._ L•: C?i::::l (':. ii• C: i.'._ . C`:.. _.:_ .....-.:1i!C... I:!lc-.:d. f C:": ...... ,iti1 . `_t: r i !;_,_!::!:!•7:' hat te!; I::L::!:i:^ 0: .:.... _.: t;!^i ^-:1 11'Oiri t: •1' -:l ` a.-24 .,:d, f' ` •';?' 1 i. it C•: •..• i,:i_ i: i:):'ci i._.it._..._ i: i: I!`•:`::=::i'tl. I underl nd (Im a separat: I)C'rt:!it vm;t be Secured for t•Itcit'ic:ll \%tirk. I)Ium!)it!,- furnaces. I)oiler., h steri. taaks. and :!ir conditiont•ri. etc. CID 73 s4a1! he ir.•critocd t, it It IIty dr;e „I' :I;I,II ati•,It nad 16e ct•dc in c.;t•cI :ee t.f 1!at datr: c A I=ei!i,,n 1_61=1 1.1•.ri.i:, i:uiIdin s_ Ct.tl: NOTICE: In addition to the requirements of this permit, there may be additioral restrictions applicable to this pmpentt that rant• be found in the public records of this count'. and there 11-3y be additional permits required from other got'enintental entitirs such as 'ater mnttngentent districts, state a;encies. or federal acencies. Accept2nce of permit is verification that I will notify the o;t'ner of tie prope„%. of t`_te requirements of Fiorida Lieti Latt'. FS 71:. The City of Sanford requires payment of a plan ret•iett• 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 t'aLte of the job at the time of submittal. The actual construction t'nlue will be figured bnsed on the current [CC Valuatiou Table in effect at the time the permit is issued. in accordance with local ordinance. Shot:ld calculated char_es fteurcd oft the executed contr= CXCeed the actual coast—mciion t'alue, credit gill be applied to your permit f_es when the permit is issued. ON\'\ ER'S A17FIDAyrr: I certify that all of the foregoing information is accurate and that all work will be done in compliance kith all applicable lan•s regulating construction a znjpg. ram a- J,to' \onry-S;'-t: J: ion'.] tea.. Sec- Of ('::::a:-, :-. 02t: C CI t'i.:1•a Da:: M` tlg STEPHANIE RALLO Comu Expires p Nr 9,on r FF5017 20 8 1 Ownr! A4ent is Person2lit• Kno-wri to ale or Conir " gip' " 1 ro til IO MC or Produced fD Type of ID Pro,: uc_d ID Type of lD BELONG' IS FOR OFFICE USE ONLY, PcClilti5 RCCI1![ I'Cd: B:llldl!?cF ::+l kiz- 13 nicer l El Plumbing Gas[] i?C?of Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy load: of Stories: Nett• Construction: Electric - _ of Amps I'lunibil-to - _ of Fi\ ures Fire Sprinkler i'ertltit: Yes \o = o; H_nds Fire :darnel f erni;t: Yes[] \. On APPROVALS'. LON11Ci: UTILITIES: ILITIES: \V'ASTE VV.aTER: ENG1NEEFt[:\G: F[:P.E: BUILDING: COMME- TS: q.-i i.r8 SEP 11 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 5,628.00 Job Address: 2666 FLICKER CV SANFORD, FL 32773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1220 LOT122 Residential® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3-ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction 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: 5t° Edition (2014) Florida Building Code Revised: June 30.201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the fore$Oing information is accurate and that all work will be done in compliance with all applicable laws regulati g 96'tstructipn and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date 2 9/4/2018 of Kevin Stine Print Contractor/Aeent's Name Signature Date KELLY WEBSTER Notary Public • State of Florida Commission 0 FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application DESCRIPTION AS FURNISHED: Lot 122 , WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title LAKE MARY BOULEVARD Insurance Fund, Bank of America VARIABLE WIDTH R/W PER EAST LAKE MARY BOULEVARD R/W MAP COUNTRY PROJECT PS-0137 SET 112-1 4596 _ 7.E ti 4. L9; L N 89*42'17" E 40.00' ON8 7.9' ON10, LML. ESMT. 1.s•Ir1.s• fCOLUMNSt 47.20' 47.20' LOT 122 3.5'x3.5' AC AW 5.00' 13.3 16.7' c COV'D. pledciBRICK 5.00' 2 W TWO STORY RESIDENCE F.F.- 30.32' i g 9.0' LOT 123 BRICKBRICK 5.00' I BRICK I WALK 37.48'' 25.2 BRIC 5.21 'L DIV 0.1'I 1 10' UTIL ESMT.I I 1 0.1 SET 1/21I.R. I d4596_ _ _ 5.00' 5.00• 5.00' C N 266G FI; c lee,, LOT 121 P.C. '68.96, — _• 13- 1 1 1 1 "1 1/rtin. o----------- ---- ---------- SET N D 5' CONC. WALK D 4596 S 89*43'10 " W (B.B.) 40.00' FLICKER CO TIE 50' PRIVATE R/W) SETBACKS AS FURNISHED FRONT a 25'(•) REAR 20' SIDE - 5'. (40' LOT) 7.5' (60' LOT) 10' (75' LOT) PROPOSED a FINSHED SPOT GRADE ELEVATIONS SIDE STREET v 25' (60' & 75' LOT) PER DRAINAGE PLANS 15' (40' LOT) vt = PROPOSED DRAINAGE FLOW 25' FRONT SETBACK CAN BE REDUCEDyFQ LOT GRADING TYPE A TO 20' ON CERTAIN LOTS. NO MORE THAN PROPOSED F.F. PER PLANS a 30.2' Q 2) IN SUCCESSION20D A MINIMUM OF 2 IN SUCCESSION AT-2$ GRUSENMEYER—SCOTT do ASSOC., INC. — LAND SURVEYORS LEGEND - LC MD - P . PLAT PILL. . PTONt ON LDC 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 r • FIELDTV. TYPICAL IA .IROPIPE P• PE tf REVERSE CW VATURE Holm IRO./ ROD P= PE rt • t OrCOMP"D CIRIVATURE U I. THE NOCRSIONZODOESHEREBY CERITY IMF INS SURVEY uUM PC STAMGINOS OF PRACTICE SET MM BY ME ftOMOA MA O OF C CM CONCRCTC NOMMCNtRA0. . RADIAL POORnpNAI SUIPADORS AND LIAP M RT CHAPIM 30-17 FLOMOA MMORSIRAMT CODE PURSUANT 10 SECOON 472.027. FLORfOA STATUES SET Ut. . VR' IA WILD 4794 MR . NON -RADIAL 2. UNLESS EMBOSSED MIN VAWMMIS SIMFURE AND OIEOtt RMSM SEAL. PO SURVEY MAP OR OMM ARE MOT WW Kt. REEDVEMD W.P. WITNESS POINT PILL S. MIS SLOWY WAS PRDMW PROM I1RINF F ORWIION FAAbaSk%D10 ME SURWtft THOK WY BE OTHER RESIMCBONS POINT OF KGINMNG CALL. CALCLILATED ILC. . POINT OF t0/ OKIKdCNr PALL POINMRHT KrCRCKC N NA MT i . OR rA6ET"M IMF AFEECI THIS PAOPM. 4. 1p WIO[RCAM" O ROY04LNM HAVI BEEN L=10 UDLESS OTMDNSE S/IOIVI/. CENTERLINErF. rIMISTCD n mR0.EVAtIam W D . MAIL LDISK LSL S LLVINO SMACK LU C S. 7 SURVEY 6 PREPARED FOR 1W SOLE DENIER OF MOSE CQIUttD 10 AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. W-WEASEMENT VAY vDCH"MIWASE L ODfO610NS DOOM MM nCLOCATIONOFIUPROVEMEM4HEREONSHOULDNOTBEISMTORECOWSMCFBOUNDARYLINES. ERSI/Vii. Ix NG DRAIN. . DRAINAGE 7. SEARM ARE BASM ASSOUM MILL MD ON THE LOW SNOMN AS BASE BEAIMIC (GA) UTIL - UTILITY 0. O.&AT1ONS. tF SNOMN. ARE BACED ON 94,1109AL GEOGM VENOM M/UM Or if". IRLESS OTNERMISI NOTM. CDC. . CHAIN LINK FLfC1 VDFC. • WOOD rO6E R. CO" WATL OF AUIgMWOM NL 439L SLOCK L OCONCREF O.RVATURE VALE20 _yDRAWN or. 4.. P.T. • POINT Or TANGCI CY KSC. • DESCIIIPIION CERTIFIED BY.• DATE OROER Na L A RCLt11GIN A""'4AN'a' 1te be a•1/A a•IY. f..a ADf PLAT PLAN 03-27-20f8 1844-18 e : CNORo C-L - CIORD REARING a•"r"`...`^ 4 w^ 1a" 1UN11NAA1mN011.A0uN FORALBOARD FOUNa110N/ ELEVS. 07-1e-201e R14A1,/ElEVS. 12-17-2018 TART- 1e 8,144-18 I.. NORTH y e ULNPN D. mmwAar. Aar iraa....re DNS BUILDING\ PROPEArY OOES NOT LIE WITHIN „AAR100A THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER n*A1• TOM X. CRUSENMEYER. R.L.S. / 4714 1011E Ji• MAP / 1211700090 F (09- 28-07) DAMES W. SCOTT. R.LS 1 4801 paa* r,01 11 -- 1151' 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, 151ightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and 1 will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, 72 Timothy nth 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: Permit #: 1 $- 1857 Job Information Builder: 94.14. 5 aa,'t Community: li r.d1,aM Lot: '122- Address: 2 Le (A (,. 1= l t c.lee e- Cev e- Unit: City: '5 nG.'J State: F 1 Zip: 32113 Air Leakage Test Results Poising results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(SO) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): = 10 X 60 T 19 L4L = `-G Method for calculating building volume- CFM(50) Building Volume ACH(50) O Retrieved from architectural plans DIfA--S*S (Mechanical Ventilation is not required) Mode 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.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. 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 corn Hance method selected above. Signature of Tester: Date of Test: 1 Z - (14 A 0 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: Pam, IC V914 art Community: Lot: I ZZ Address: 2G C L /=' ( t c., lie r- C.V t Unit: City: S qn Le cl State: F I Zip: 3 Z 7 7 3 Duct Leakage.Test Results System 1 21" _cfm25 System 2 cfm25 System 3 cfm25 um of any dditional systems Cfm25 Total of all systems cfm2S 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) [—]NO ( ) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the q Z + " 3 C = p- OZ Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage TLeakage e selected on Form Qn specified on Form R405-2017gYP R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 fAss P 6Posed 4 0.03 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)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Z • V 4 -11 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RFF;NFT Copy of License / Certificate of the tester must be attached) LL 1= W z N W Ce 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 # 2G NAB7 2 ' Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) JM Climate Pro® A1000 Fiber Glass Blowing Wool Your home has been professionally insulated to provide superior thermal resistance. Homeowner's Name Date /2 4 Addressb City State ZIP RECORD OF INSTALLATION BLOWING WOOL 0 New Construction If Retrofit: O Retrofit Depth of Previous Insulation Number of bags used 13 Estimated R-value of Previous Installation Area Insulated Cj 41ft. Types of Previous Insulation in Attic Thickness of Insulation R-value of Insulation in-kMATE PRO A1000 INSULATION BATTS AND ROLLS R-VALUE in. Ceilings Walls Floors THICKNESS AREAINSULATED in. sq. f t. in, sq. It. in. sq. It. in. sq It. in. sq. II. in. sq. ft.- R-VALUE HR-SO.FT.-°F/BTU) MINIMUM INSTALLED THICKNESS (IN.)* SETTLED THICKNESS IN.) MINIMUM WEIGHT PER UNIT AREA ( POUNDS/SO.FT.) BAGS PER uIlo SOFT. MAXIMUM NET COVERAGE fSO.FT./BAd)" To insulation Installed insulation Expected thickness Weight per sq.ft. of Minimum number of bags per 1,000 sq.ft. Contents of this bag shallobtain IRI of: shal •Rot be after long-term settling installed insulation shall of net area shall not not cover more than: resistance dss than: has occured: not be less than: be less than: 13 4.75 4.75 0.180 5.5 182.9 19 6.75 6.75 0.266 8.1 1242 22 7.75 7.75 0 311 9.4 106.3 26 900 900 0.368 11.2 89.6 10.25 10.25 0.428 130 _ 77.0 130 38 12.75 12.75 0.555 8 59.5 44 14.75 14.75 0.662 20.1 49.8 49 16.25 16.25 0.747 22.6 44.2 60 19.50 1950 0.940 28.5 35.1 See reverse to determine adjustment in coverage for Climate Pro rt 1000 insulation in Minnesota. Determined using a Unisul Volu•Matic 111 blowing machine The machine was ski up in 3rd gear, with a 75% open gate and a Those. blowing rho wool our in a 10 h. arc. Coverage without framing If Insulation Contractor Date Company L/ Address Phone Home Builder Signature Date Company Address Phone Jul Johns Manville cc, olio RIP-9SR M1t4 0 9014 Johns Manville. All Riohts Reserved. 717 17th Street, Denver, CO 80202